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Tender Value
₹24.2 Cr
EMD Value
₹34.2 L
Closing Date
15 Jun 2026, 3:00 pm
EXECUTIVE ENGINEER BUILDING DIVISION MUZAFFARPUR
EXECUTIVE ENGINEER
BUILDING DIVISION MUZAFFARPUR COMBINED BUILDING MUZAFFARPUR
Superintending Engineer, Building Circle Muzaffarpur
SE
Construction of Type-A Quarter (G+5, Unit-22) & Type-B Quarter (G+5, Unit-66) at Damuchak, Dist-Muzaffarpur For the Year 2026-27 (Electrification Including).
132297
NIT-02/MUZAFFARPUR/BCD/2026-27
Open Tender
CIVIL
Muzaffarpur
• ALL INFORMATION IS TO BE FILLED IN REMARK FIEDLD.
• (a) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given.16.1 Bid Security Amount in Rupees Total Bid Security Amount in Rupees 34,20,200.00 IFB
• (i) Legal Status of Bidder 4.3(a)
(ii) Place of Registration.
(iii) write Principal place of Business
(iv) Power of attorney of signatory Bid 4.2(iv)
• Total value of civil engineering construction work, in Rupees, Performed in last five years. minimum annual financial turnover (in all classes of civil engineering construction works only) amount of construction work of at least the equal to the 50 % of estimated cost of works for which bid has been invited. The turn over will be indexed at the rate of 8% for a year i.e.
Rs.12,10,05,964.00
2021 ? 2022
2022 ? 2023
2023 ? 2024
2024 ? 2025
2025 ? 2026
• Amount in Rupees related to Work Experience of Similar nature Satisfactory completed at least one similar work of value not less than 50% of estimated Cost Rs.12,10,05,964.00 4.5(A) (b)
• Minimum Quantities of work done as prime contractor in any one year during last five years, units shall be same as in Requirement column Items Qty Unit
EARTH WORK (FILLING) 1737.195 M3
BRICK WORK 1520.940 M3
PCC+RCC WORK 2422.745 M3
FLOORING (Kota Stone, Ceramic Tiles, Vitrified Floor Tiles etc) 3397.930 M2
WATER SUPPLY WORK & SANITATION 2747852.000 RUPEES
FIRE FIGHTING 0.000 RUPEES
FURNITURE 0.000 RUPEES
ELECTRICAL WORK 16338946.000 RUPEES
• Electrical License The contractor or his identified sub-contractor should possess required valid electrical license for executing the building electrification works and should have executed similar electrical works for a minimum amount as indicated in Appendix in any one year 4.5A( d)
• (a) Amount of Existing commitments and ongoing works in Rupees Sec 2-1.4(A)
• (b) Amount of Work for which Bid already submitted, in Rupees Sec 2-1.4(B)
• Numbers and Maximum age of Equipment's with bidder Type of Equipment Maxm. Age Nos. Sec 2-1.5 (Vide Departmental Letter No-8274 (bh) Dated-12-10-2012)
Concrete Batching & Mixing plant Minimum capacity 15m3/hr . 5 1
Pump for concreting 5 1
Transit Mixture 5 1
Vibrator (Plate & Niddle) 5 5
Water Tanker 5 2
Steel shuttering 5 10000sft
• Name of the Personnel and Experience in years and Select from drop down list Personnel / Qualification 4.5(B) (b) (Vide Departmental Letter No-8274 (bh) Dated-12-10-2012)
Project Manager B.E. Civil + 10 Years Exp. (5 years as Manager having MBA) or equivalent or retired E.E. 1 No.
Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction) or Diploma in Civil + 7 year Exp. In Building construction or retired A.E. 2No
Plant Engineer B.E. Mech./ Civil + 03 Years Exp. or Dip. Mech + 05 Years Exp. or Retired J.E. 1 No.
Quantity Surveyor B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 1 No.
Site Supervisor Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder. 3 Nos.
• Evidence of accesses to Financial Resources in Rupees Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (for work under this bid). 4.2(i)
• Proposed methodology and programme of construction Select from drop down list the proposed methodology and programme of construction, backed with equipment planning and deployment 4.3(l)
• Litigation History. Select from drop down list. 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) 4.3(j)
• Affidavit Select from drop down list. Regarding statements made in the required attachments are true and correct. Sec-2, Affidavit
• Undertaking Select from drop down list. Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. Sec-2, Undertaking
• Time of Completion in months 15 Months
• Registration No.
• IT.& GST Registration & clearance Certificate
• Labour License
• Character Certificate
• NOC for Debar (If required)
CIVIL
PERCENTAGE
L1
1
22 documents required · 22 mandatory
₹10,000
Processing Fee: 5900
₹34.2 L
27-05-2026 03:00 pm AT CHIEF ENGINEER (NORTH) BUILDING CONSTRUCTION DEPARTMENT PATNA.
26 May 2026
26 May 2026
16 Jun 2026
26 May 2026
15 Jun 2026
26 May 2026
27 May 2026
BILL OF QUANTITY
Name of Work :- Construction of Type-A Quarter (G+5, Unit-22) & Type-B Quarter (G+5, Unit-66) at Damuchak, Dist-Muzaffarpur For the Year 2026-27 (Electrification Including).
Estimated cost-24,20,11,927.00 Last Date of Sale of B.O.Q-
Cost of B.O.Q - 10,000.00 Date of Tender -
Earnest Money Amount- 34,20,200.00 Time of Completion - 15 Months
S.No Code ITEM OF WORK A TYPE QUARTER B TYPE QUARTER SANITARY WORKS BOARING SEPTIC TANKS & SOAK PIT BOUNDRY ROAD L.SCAPE & HORTICULTURE RWH Quantity UNIT RATE Amount CIVIL WORK CIVIL WORK ANCILLARY BLOCK INTERNAL CAMPUS ROAD & PARKING + SITE DEVELOPMENT INTERNAL PHE MAIN BUILDING INTERNAL PHE EXTERNAL PHE SEPTIC TANK TUBE WELL BOUNDARY WALL LANDSCAPE Recharge Pit UGWT RWH Furniture work FIRE FIGHTING
1 2.8.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 856.16 2732.53 3588.69 cum 360.70 1294440.12 308817 985623 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
2 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil. 214.04 683.13 897.18 cum 49.40 44320.45 10574 33747 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 329.780 1309.86 1639.64 M3 123.90 203151.40 40860 162292 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 195.32 921.50 1116.82 m3 287.30 320862.96 56117 264746 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 688.33 2590.39 3278.71 m2 283.30 928859.68 195002 733857 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
6 4.1.3 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) 88.757 204.150 292.91 m3 3998.10 1171070.60 354858 816212 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
7 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete 95.480 735.900 831.38 M2 862.40 716982.11 82342 634640 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
8 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 burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 680.394 2804.820 3485.21 M2 795.00 2770745.13 540913 2229832 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
9 11.26 Kota stone slab flooring over 20 mm (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 . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 11.26.1 20 to 25 mm thick - 111.555 334.665 446.22 M2 1252.70 558979.79 139745 419235 0 0 0 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF!
10 11.49.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600 x 600 mm. 1003.85 2735.61 3739.46 SQM 1263.10 4723311.93 1267963 3455349 0 0 0 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF!
11 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600 x 600 mm. 103.932 465.201 569.13 sqm 1333.30 758825.03 138573 620252 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
12 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 184.419 553.257 737.68 sqm 1334.90 984723.69 246181 738543 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
13 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 57.43 414.56 471.99 sqm 996.10 470153.22 57206 412947 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
14 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. 1310.08 3879.00 5189.08 M 82.90 430174.73 108606 321569 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
15 11.6.1 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 18 mm thick 45.150 368.550 413.70 sqm 304.15 125826.86 13732 112094 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
16 8.2.2.2 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. Area of slab over 0.50 sqm 70.69 212.07 282.76 sqm 4401.20 1244483.31 311121 933362 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
17 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 370.576 1154.220 1524.80 cum 5063.40 7720652.07 1876375 5844278 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
18 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 581.790 1899.450 2481.24 cum 5863.20 14548006.00 3411151 11136855 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 14.76 71.89 86.65 cum 4923.00 426593.00 72683 353910 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
20 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 326.333 1431.645 1757.98 cum 5765.20 10135094.77 1881375 8253720 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
21 6.1.12C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 138.847 676.899 815.75 cum 5958.50 4860622.54 827320 4033303 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
22 13.12.4 Cement plaster in course sand 1:6 (1 cement: 6 coarse sand) 1447.127 5479.272 6926.40 sqm 162.80 1127617.76 235592 892025 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
23 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of 724.00 2739.00 3463.00 sqm 44.40 153757.20 32146 121612 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 3842.484 12364.059 16206.54 sqm 141.50 2293226.00 543711 1749514 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
25 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 1987.90 6374.94 8362.84 sqm 125.60 1050372.70 249680 800692 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
26 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 7277.51 24218.28 31495.79 sqm 105.40 3319656.27 767050 2552607 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
27 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer 5830.380 18738.990 24569.37 sqm 102.30 2513446.55 596448 1916999 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
28 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 1447.13 5479.26 6926.39 sqm 81.20 562422.87 117507 444916 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
29 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 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. 1447.13 5479.26 6926.39 sqm 117.30 812466.00 169748 642717 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
30 13.81.3 Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 192.23 543.03 735.27 sqm 34.60 25440.17 6651 18789 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
31 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work 192.23 543.03 735.26 sqm 84.50 62129.72 16243 45886 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
32 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 2.582 11.652 14.23 cum 95670.70 1361776.74 247022 1114755 0 0 0 0.00 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF!
33 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including stainless steel butt hinges with necessary screws 540.08 467.76 1007.84 cum 2845.60 2867909.50 1536852 1331058 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
34 9.27.1.2.2 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: Kiln seasoned and chemically treated hollock wood 114.34 257.25 371.59 SQM 2544.60 945547.91 290950 654598 0 0 0 0.00 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF!
35 9.40.2.2 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 50x20mm 1216.44 1350.72 2567.16 M 127.40 327056.18 154974 172082 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
36 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 m 366.10 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. 220.44 1385.52 1605.96 m 379.40 609301.22 83635 525666 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
37 9.120.2 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters 34.65 440.49 475.14 sqm 2293.40 1089686.08 79466 1010220 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
38 9.65.2 Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc.complete. 250x20x6 mm 226 492 718.00 each 63.50 45593.00 14351 31242 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
39 9.66.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 125 mm 452 984 1436.00 each 32.40 46526.40 14645 31882 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
40 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. 226 492 718.00 Each 108.10 77615.80 24431 53185 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
41 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete: 125 mm 226 492 718.00 each 202.10 145107.80 45675 99433 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
42 9.97.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 250x10 mm 452 984 1436.00 each 98.20 141015.20 44386 96629 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
43 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: 250x10mm 452 492 944.00 each 369.40 348713.60 166969 181745 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
44 9.75.1 Providing and fixing bright finished brass door latch with necessary screws etc. complete: 300x16x5mm 452 492 944.00 each 267.20 252236.80
45 9.78 Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. 23 84 107.00 each 920.40 98482.80 21169 77314 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
46 9.168 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges {hydraulic type) etc. complete as per direction of Engineerin- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) 504.06 504.06 sqm 2733.00 1377595.98 0 1377596 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
47 9.92.1 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm 92 1056 1148.00 each 223.50 256578.00 20562 236016 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
48 9.171 Providing and fixing stainless steel soft closing spring hinges at O degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. 184 2376 2560.00 each 220.40 564224.00 40554 523670 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
49 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete . 46 660 706.00 each 655.40 462712.40 30148 432564 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
50 9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 92 1188 1280.00 each 115.50 147840.00 10626 137214 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
51 9.114.1 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete . 92 2112 2204.00 each 44.80 98739.20 4122 94618 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
52 9.147D2 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 192.232 543.033 735.27 SQM 9471.00 6963694.82 1820629 5143066 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
53 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc 4414.68 12977.10 17391.78 kg 161.10 2801815.76 711205 2090611 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
54 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
55 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 33333 106878 140211.00 KG 94.50 13249940.00 3149969 10099971 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
56 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 26666 85503 112169.00 KG 92.60 10386849.00 2469272 7917578 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
57 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 13333 42750 56083.00 KG 90.80 5092336.00 1210636 3881700 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
58 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. 26666 85503 112169.00 KG 91.70 10285897.00 2445272 7840625 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
59 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia 20000 64128 84128.00 KG 91.70 7714538.00 1834000 5880538 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
60 5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. 13333 42750 56083.00 KG 91.70 5142811.00
61 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 116.00 462.00 578.00 EACH 174.60 100918.80 20254 80665 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
62 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, onthe top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 2025.750 16380.00 18405.75 kg 546.80 10064264.10 1107680 8956584 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
63 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 89.380 351.000 440.38 SQM 436.60 192269.91 39023 153247 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
64 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification. and direction of E/l, 89.380 351.000 440.38 Per M 1087.90 479089.40 97237 381853 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
65 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 8.00 24.00 32.00 each 189.40 6060.80 1515 4546 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
66 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 431.308 1636.932 2068.24 sqm 211.60 437639.58 91265 346375 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
67 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 1819.849 5323.251 7143.10 sqm 437.50 3125106.25 796184 2328922 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
68 5.9.5 Centring and shuttering including trutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. 1209.148 4026.114 5235.26 sqm 404.70 2118710.53 489342 1629368 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
69 5.9.6 Centring and shuttering including trutting,propping etc. and removal of form for. Columns,Pillars, Piers, butmentsPosts and Struts 188.35 3900.68 4089.04 sqm 494.40 2021619.40 93121 1928498 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
70 5.9.7 Centring and shuttering including strutting,propping etc. And removal of form for Stairs,(excluding landings) except spiral-staircaces. 235.938 707.814 943.75 sqm 439.90 415156.50 103789 311367 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
71 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for. Weather shade,Chajjas, corbels etc. including edges 67.089 391.941 459.03 sqm 550.90 252879.63 36959 215920 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
72 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of ment mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound onforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge. With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. 229.00 665.43 894.43 sqm 850.70 760891.60 194810 566081 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
73 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). 273.68 669.00 942.68 sqm 480.60 453052.01 131531 321521 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
74 22.24 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry- shake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in- charge. The product performance shall carry guarantee for 10 years against any leakage 612.01 2130.36 2742.37 sqm 265.80 728921.95 162672 566250 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
75 Add Carriage of Materials. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
Add Extra Cost in Material 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
76 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
78 12.79 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
82 12.79.4.2 Single tee without door 110x110x110 mm 96.00 96.00 each 190.70 18307.20 0 0 18307 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
83 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 88.000 88.00 each 4,470.90 393439.20 0 0 393439 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
84 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 88.00 88.00 Each 5504.30 484378.40 0 0 484378 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
87 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
89 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 88.00 88.00 each 2764.40 243267.20 0 0 243267 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
90 17.70.1 Bottle t rap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 88.00 88.00 each 325.10 28608.80 0 0 28609 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
91 17.71 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 88.00 88.00 each 146.30 12874.40 0 0 12874 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
92 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms 88 88.00 each 204.7 18013.60 0 0 18014 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
93 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15 mm nominal bore 176.00 176.00 each 500.40 88070.40 0 0 88070 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
94 18.21.1.1 Providing and fixing uplasticised PVC connection pipe with brass ions : 15 mm nominal bore 308 308.00 Each 74.8 23038.40 0 0 23038 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
95 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. 110 110.00 each 96.8 10648.00 0 0 10648 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
96 18.58.1.1 Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia 176 176.00 each 33.2 5843.20 0 0 5843 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
97 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 176.00 176.00 each 708.40 124678.40 0 0 124678 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
98 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 176 176.00 each 189.4 33334.40 0 0 33334 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
99 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm 176 176.00 each 857 150832.00 0 0 150832 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
100 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 176.00 176.00 each 713.30 125540.80 0 0 125541 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
101 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
102 18.8.2 20 mm nominal outer dia Pipes 1,500.00 1500.00 metre 350.80 526200.00 0 0 526200 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
18.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
105 18.9.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes 600 600.00 metere 205.3 123180.00 0 0 123180 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
106 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes 380 380.00 Metre 294.7 111986.00 0 0 111986 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
107 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
108 18.18.2 20 mm dia nominal bore 14 14.00 m 397.4 5563.60 0 0 5564 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
109 18.18.3 25 mm dia nominal bore 14 14.00 m 399.2 5588.80 0 0 5589 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
110 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
113 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Water Tank) 176.00 176.00 letre 9.70 1707.20 0 0 1707 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
114 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 352.00 352.00 each 434.20 152838.40 0 0 152838 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
115 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 176.00 176.00 each 594.80 104684.80 0 0 104685 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
116 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19.6.2 150 mm dia. R.C.C. pipe 0.00 0.00 metre 329.40 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19.6.3 250 mm dia. R.C.C. pipe 0.00 0.00 metre 430.40 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
117 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 42.00 42.00 each 3743.30 157218.60 0 0 157219 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
118 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, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 42.00 42.00 each 4266.80 179205.60 0 0 179206 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
119 19.34.1 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm dia 100.00 100.00 each 319.60 31960.00 0 0 31960 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
120 NSI Providing fixing testing and commissioning of CP Brass 88.00 88.00 each 3113.00 273944.00 0 0 273944 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
121 18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter 88 88.00 each 166.3 14634.40 0 0 14634 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
122 24.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
124 24.2 Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-Charge, beyond 90 metre & upto 150 metre depth below ground level. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
126 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
127 24.3.2 150mm nominal size dia 80.00 80.00 metre 660.10 52808.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
128 24.3.1 100mm nominal size 280.00 280.00 metre 546.10 152908.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
129 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
130 24.4.1 100 mm nominal size dia 80.00 80.00 metre 573.10 45848.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
131 24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of : 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
133 24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
135 24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I) 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
137 24.8 Gravel packing in tubewell construction in accordance with IS : 4097, including providing gravel fine / medium / coarse , in required grading & sizes as per actual requirement , all complete as per direction of Engineer - in-Charges. 26.84 26.84 Cum 1343.20 36051.49 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
138 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 developed, measuring yield of well by 'V' notch method or any 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. 48.00 48.00 hour 916.80 44006.40 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
139 AR S/F/F 2 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 4.00 4.00 Each 25000.0 100000.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
140 2.8.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 715.56 715.56 cum 360.7 258102.49 0 0 0 258102 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
141 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 357.78 357.78 cum 49.40 17674.33 0 0 0 17674 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
142 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 29.89 29.89 cum 287.30 8587.40 0 0 0 8587 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
143 11.72 Providing B/F soling do - do all complet job. 199.27 199.27 Sqm 283.30 56453.19 0 0 0 56453 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
144 4.1.3 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) 14.95 14.95 cum 3998.10 59771.60 0 0 0 59772 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
145 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 177.81 177.81 cum 4923.00 875358.63 0 0 0 875359 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
146 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 67.45 67.45 cum 5863.2 395472.84 0 0 0 395473 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
147 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 46.36 46.36 sqm 211.6 9809.78 0 0 0 9810 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
148 5.9.5 Lintels, beams, plinth beams, griders, bressumers and contilevers. 284.80 284.80 sqm 404.7 115258.56 0 0 0 115259 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
149 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 24.00 24.00 sqm 494.4 11865.60 0 0 0 11866 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
150 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 249.67 249.67 sqm 437.5 109230.63 0 0 0 109231 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
151 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
155 13.17.1 Providing 12 mm cement plaster (1:3) with punning……………all complite job. 864.00 864.00 sqm 203.6 175910.40 0 0 0 175910 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
156 19.19.4 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal dia 16.00 16.00 each 1393.20 22291.20 0 0 0 22291 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
157 19.15.2 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar 32.000 32.00 each 296.30 9481.60 0 0 0 9482 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
158 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth…. 394.97 394.97 cum 314.90 124376.05 0 0 0 0 124376.053 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
159 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 92.23 92.23 cum 49.40 4556.16 0 0 0 0 4556.162 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
160 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 232.680 232.68 M3 123.90 28829.05 0 0 0 0 28829.052 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
161 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 38.02 38.02 cum 287.30 10923.15 0 0 0 0 10923.146 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
162 11.72 Providing B/F soling do - do all complet job. 253.49 253.49 Sqm 283.30 71813.72 0 0 0 0 71813.717 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
163 4.1.3 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) 19.02 19.02 cum 3998.10 76043.86 0 0 0 0 76043.862 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
164 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
165 5.33.1.1 All works up to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 86.24 86.24 cum 5063.40 436667.62 0 0 0 0 436667.616 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
166 5.33.2.1 All works above to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 32.10 32.10 cum 5863.20 188208.72 0 0 0 0 188208.72 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
167 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
172 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 678.24 678.24 sqm 211.60 143515.58 0 0 0 0 143515.584 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
173 5.9.5 Lintels, beams, plinth beams, griders, bressumers and contilevers. 61.88 61.88 sqm 404.70 25042.84 0 0 0 0 25042.836 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
174 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 295.20 295.20 sqm 494.40 145946.88 0 0 0 0 145946.88 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
175 5.9.16.1 Edges of slabs and breaks in floors and walis-Under 20 cms wide 540.62 540.62 M 130.20 70388.72 0 0 0 0 70388.724 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
176 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 40.92 40.92 cum 4923.00 201449.16 0 0 0 0 201449.16 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
177 6.1.14C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Extra for brickwork in Superstructure 94.61 94.61 cum 5765.20 545445.57 0 0 0 0 545445.572 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
178 13.12.2 15 mm Plastering with cement mortar (1:4) 1,295.59 1295.59 sqm 176.40 228542.08 0 0 0 0 228542.076 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
179 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 540.62 540.62 metre 47.10 25463.20 0 0 0 0 25463.202 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
180 13.46A.1 Finishing walls with Acrylic smooth exterior paint do - do all complite job. 1,295.59 1295.59 sqm 132.50 171665.68 0 0 0 0 171665.675 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
181 8.2.2.1 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. Area of slab upto 0.50 sqm 25.35 25.35 sqm 4242.90 107557.52 0 0 0 0 107557.515 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
182 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 4052.40 4052.40 kg 88.30 357826.92 0 0 0 0 357826.92 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
183 13.82.1 New steel work (two or more coats) Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 87.320 87.32 sqm 83.50 7291.22 0 0 0 0 7291.22 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
184 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 306.39 306.39 m3 287.30 88025.85 0 0 0 0 0 88025.85 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
185 11.73 Providing designation 100 A one brick on edge soling joints filled withlocal sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 1818.75 1818.75 sqm 444.80 808980.00 0 0 0 0 0 808980.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
186 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 333.52 333.52 sqm 4649.00 1550534.48 0 0 0 0 0 1550534.48 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
187 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse 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 jamuna sand and cutting of paver locks as per required size and pattern, finishing and weeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’sspecifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 375.000 375.00 sqm 956.40 358650.00 0 0 0 0 0 358650.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
188 23.10.3 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed. 1,833.80 1833.80 100sqm 1027.40 18840.46 0 0 0 0 0 0.00 1884046.12 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
190 23.14.2 Holes 60 cm ciia. And 60 cm deep. 20.00 20.00 each 69.30 1386.00 0 0 0 0 0 0.00 1386.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
191 23.16 Providing and fixing M.S. fiat iron tree guard 60 cm dia. And 2 m high above ground level formed of 4 nos. 25x6 mm and 8 nos. 25x3 mm vertical M.S. flats hvetted to 3 nos. 25x6 mm M.S. flat iron rings in two halves, bolted together with 8 mm dia. And 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 20.00 each 3597.70 71954.00 0 0 0 0 0 0.00 71954.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
192 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 103.67 103.67 cum 287.3 29784.39 0 0 0 0 0 0.00 29784.39 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
193 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse 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 jamuna sand and cutting of paver locks as per required size and pattern, finishing and weeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’sspecifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 3813.9 3813.90 sqm 956.4 3647613.96 0 0 0 0 0 0.00 3647613.96 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
194 Carriage of Local Sand 03/km (1k+2P) 103.67 103.67 M3 310.46 32185.39 0 0 0 0 0 0.00 32185.39 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
195 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth…. 180.02 180.02 cum 314.90 56688.30 0 0 0 0 0 0.00 0.00 #REF! 56688.298 #REF! #REF! #REF! #REF! #REF! #REF!
196 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 74.16 74.16 cum 49.40 3663.50 0 0 0 0 0 0.00 0.00 #REF! 3663.504 #REF! #REF! #REF! #REF! #REF! #REF!
197 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 8.28 8.28 cum 287.30 2378.84 0 0 0 0 0 0.00 0.00 #REF! 2378.844 #REF! #REF! #REF! #REF! #REF! #REF!
198 11.72 Providing B/F soling do - do all complet job. 55.20 55.20 Sqm 283.30 15638.16 0 0 0 0 0 0.00 0.00 #REF! 15638.16 #REF! #REF! #REF! #REF! #REF! #REF!
199 4.1.3 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) 4.14 4.14 cum 3998.10 16552.13 0 0 0 0 0 0.00 0.00 #REF! 16552.134 #REF! #REF! #REF! #REF! #REF! #REF!
200 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,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) 8.14 8.14 cum 4688.3 38162.76 0 0 0 0 0 0.00 0.00 #REF! 38162.762 #REF! #REF! #REF! #REF! #REF! #REF!
201 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 67.98 67.98 sqm 437.5 29741.25 0 0 0 0 0 0.00 0.00 #REF! 29741.25 #REF! #REF! #REF! #REF! #REF! #REF!
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
204 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 49.14 49.14 cum 4923.00 241916.22 0 0 0 0 0 0.00 0.00 #REF! 241916.22 #REF! #REF! #REF! #REF! #REF! #REF!
205 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 101.600 101.60 sqm 152.90 15534.64 0 0 0 0 0 0.00 0.00 #REF! 15534.64 #REF! #REF! #REF! #REF! #REF! #REF!
206 13.26 Neat cement punning 101.600 101.60 sqm 40.50 4114.80 0 0 0 0 0 0.00 0.00 #REF! 4114.8 #REF! #REF! #REF! #REF! #REF! #REF!
208 19.19.4.1 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal dia 8.000 8.00 sqm 1393.20 11145.60 0 0 0 0 0 0.00 0.00 #REF! 11145.6 #REF! #REF! #REF! #REF! #REF! #REF!
209 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
211 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
212 24.3.2 150 mm nominal size dia 12.000 12.00 metre 660.10 7921.20 0 0 0 0 0 0.00 0.00 #REF! 7921.2 #REF! #REF! #REF! #REF! #REF! #REF!
213 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
214 24.4.2 150 mm nominal size dia 40.000 40.00 metre 673.50 26940.00 0 0 0 0 0 0.00 0.00 #REF! 26940 #REF! #REF! #REF! #REF! #REF! #REF!
215 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.800 0.80 cum 1,188.90 951.12 0 0 0 0 0 0.00 0.00 #REF! 951.12 #REF! #REF! #REF! #REF! #REF! #REF!
216 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.800 0.80 cum 1,195.60 956.48 0 0 0 0 0 0.00 0.00 #REF! 956.48 #REF! #REF! #REF! #REF! #REF! #REF!
217 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 1.600 1.60 cum 1,195.60 1912.96 0 0 0 0 0 0.00 0.00 #REF! 1912.96 #REF! #REF! #REF! #REF! #REF! #REF!
218 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. 2.800 2.80 cum 1,343.20 3760.96 0 0 0 0 0 0.00 0.00 #REF! 3760.96 #REF! #REF! #REF! #REF! #REF! #REF!
219 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 4.000 4.00 each 1,213.20 4852.80 0 0 0 0 0 0.00 0.00 #REF! 4852.8 #REF! #REF! #REF! #REF! #REF! #REF!
220 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. 24 24.00 hour 916.8 22003.20 0 0 0 0 0 0.00 0.00 #REF! 22003.2 #REF! #REF! #REF! #REF! #REF! #REF!
221 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.000 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.000 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
225 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 32.00 32.00 each 310.90 9948.80 0 0 0 0 0 0.00 0.00 #REF! 9948.8 #REF! #REF! #REF! #REF! #REF! #REF!
Total Amount of SOR = 201,964,993.00 3 6+7 2 8.00
Total Non Schedule items (A) = 373,944.00
Applying Correction Factor @ 0.982 on Schedualed Items for all works(Bx 0.982) , ( C) = 198,329,623.00
Electrical Work
PART 'A' :-Proposed A-Type Residential Quarters (G+5) 22 Unit (One Set of 22 Unit)
226 1.3 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 size G.I. box etc as required.
Button Holder 282
Down lighter 40
Ceiling Fan point 88
Ex. Fan point 66
Call Bell point 22
Street Light point 10
227 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1850 per mtr 309.00 571,650.00
228 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required. 0.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For Computer + 2nos. 5/6A Switch & Socket) 929 per mtr 246.00 228,534.00
1.7.4 2 X 6 sq mm + 1 X 6 sq mm (for Light DB) 420 per mtr 422.00 177,240.00
1.7.11 2X 10 sq mm + 1 X 6 sq mm (for Power DB) 480 per mtr 557.00 267,360.00
229 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required 0.00
1.15.1 1x1.5 sq.mm (for inverter) 593 p.mtr 38.00 22,534.00
230 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. As required. 88 each 358.00 31,504.00
231 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As reqd. 134 each 414.00 55,476.00
232 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 154 each 531.00 81,774.00
233 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 66 each 683.00 45,078.00
234 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 42 each 632.00 26,544.00
235 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 22 each 1064.00 23,408.00
236 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 281 each 64.00 17,984.00
237 1.34 Supplying and fixing batten/angle holder including connection etc as required. 282 each 80.00 22,560.00
238 1.38 S/F electronic musical call bell suitable for single phase 230 volts complete bell as required. 22 each 351.00 7,722.00
239 2.8 S/F following way single pole & neutral, sheet-steel, MCB DB - 240 V on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar,interconnections, powder painted including earthing etc as required.(But without MCB/RCCB/Isolator) 0.00
2.8.7 12 way, Double door (one DB for Common area) 45 each 2314.00 104,130.00
240 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole 45 each 1198.00 53,910.00
241 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd. 0.00
2.12.1 6 A to 32 A, Single pole 450 each 237.00 106,650.00
242 3.6 Earthing with copper earth plate 600 mm x 600mm x3mm G.I thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 mtr long etc. with charcoal /coke and salt as required. 2 per set 13721.00 27,442.00
243 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 40 meter 144.00 5,760.00
244 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 154 each 521.00 80,234.00
245 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00
246 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
247 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 10 per set 1038.00 10,380.00
248 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd. 0.00
6.1.5 12 watt LED lamp 282 each 239.00 67,398.00
249 DSR-9.2 Brush Less Direct Current (BLDC) Fan without Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 0.00
DSR-9.2.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) 88 each 2695.00 237,160.00
250 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
251 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (1 for Lift + 1 spare) 2 each 8172.00 16,344.00
252 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
253 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.4 40 A to 63 A, four pole (Spare) 2 each 2324.00 4,648.00
254 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.(15sq.ft extra for metering. unit for every qtr.) 36 Sq.ft 1809.00 65,124.00
255 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6,536.00
256 A/R Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 30 kg 871.00 26,130.00
257 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
258 7.7 Supply of following sizes and core PVC/XLPE insulated, PVCsheathed (heavy duty) armoured electrical power cablewith aluminium conductor for working voltage upto 1.1 KV as required. 0.00
259 7.1 Laying of one number additional pvc insulated and pvc sheathed /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioingi, protective covering and refilling the trench etc. as reqd.
7.1.3 Above 95 sq.mm and upto 185 sq.mm 95 p/mtr 336.00 31,920.00
260 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. 2 Set 6323.00 12,646.00
261 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 48 mtr 37.00 1,776.00
Lighting Arrester 0.00
262 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 Each 416.00 1,664.00
263 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 24 Each 81.00 1,944.00
264 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) 120 Metre 102.00 12,240.00
265 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) 135 Metre 145.00 19,575.00
266 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 18 Each 102.00 1,836.00
267 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 Set 6323.00 12,646.00
268 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 55 Metre 133.00 7,315.00
Installation of Lift 0.00
269 PAR4.1 Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:- 0.00
(i) Speed-1 MPS 0.00
(ii) Floors-6 (G+5) 0.00
(iii) Travel -19 Meters (approx.) 0.00
(iv) Stops & opening-6 stops and 6 openings 0.00
(v) Controller: A.C. variable voltage & variable frequency 0.00
(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required. 0.00
vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant 0.00
(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system 0.00
(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting. 0.00
(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge. 0.00
(xi) Type of doors (a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish). 0.00
(b) Landing doors: stainless steel scratch proof . (xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car. 0.00
(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator. 0.00
(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder. 0.00
(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency. 0.00
(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness. 0.00
(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided 0.00
Lift wiring 0.00
270 1.3 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 size G.I. box etc as required. 0.00
Batten Holder 2 0.00
Tube light 1 0.00
Bulkhead Point (Lift well) 6 0.00
Ex. Fan point 1 0.00
271 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 1 each 531.00 531.00
272 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 15 per mtr 309.00 4,635.00
273 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
274 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.4 9/10 watt LED lamp 2 per mtr 161.00 322.00
275 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 1 each 521.00 521.00
276 5.10 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 6 p.mtr 1275.00 7,650.00
277 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.8 35 sq. mm, 3.5 core main point to lift m/s 45 p/mtr. 415.00 18,675.00
278 7.4 Fixing for laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 0.00
7.4.1 Upto 35 sq. mm (Clamped with 1 mm thick saddle) 38 mtr 43.00 1,634.00
279 2.1 P/F/F sheet metal main switch disconnector fuse unit in existing metal board with rewirable type fuses, including drilling holes in metal board, making connection as reqd. 0.00
280 2.5 P/F/F bus bar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessoires including connection earthing the body etc.as reqd. 0.00
281 3.21 Providing chemical/ mineral maintenance free aerthing system comprising of copper earth electrode 3 metre length and 17.2 mm outer dia along with 25 Kg earth electrode conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth inspection pit etc. as required. 2 p/set 16675.00 33,350.00
282 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 82 mtr 144.00 11,808.00
283 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 77 mtr 201.00 15,477.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 6 per mtr 660.00 3,960.00
284 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. 6 Each 414.00 2,484.00
285 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.8.6 8 way, Double door 1 Each 2591.00 2,591.00
286 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.12.1 6 A to 32 A, Single pole 4 Each 237.00 948.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM 0.00
287 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 18 KWP 54280.00 977,040.00
Total Rs. 7,151,430.00
PART 'B':-Proposed B-Type Residential Quarters (G+5) 66 Unit (3 Set of 22 Units) 0.00
288 1.3 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 size G.I. box etc as required. 0.00
Button Holder 768 0.00
Tube light 450 0.00
Down lighter 120 0.00
Ceiling Fan point 264 0.00
Ex. Fan point 198 0.00
Call Bell point 66 0.00
Street Light point 30 0.00
289 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 5550 per mtr 309.00 1,714,950.00
290 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required. 0.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For Computer + 2nos. 5/6A Switch & Socket) 2787 per mtr 246.00 685,602.00
1.7.4 2 X 6 sq mm + 1 X 6 sq mm (for Light DB) 1260 per mtr 422.00 531,720.00
1.7.11 2X 10 sq mm + 1 X 6 sq mm (for Power DB) 1440 per mtr 557.00 802,080.00
291 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required 0.00
1.15.1 1x1.5 sq.mm (for inverter) 1779 p.mtr 38.00 67,602.00
292 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. As required. 264 each 358.00 94,512.00
293 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As reqd. 408 each 414.00 168,912.00
294 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 462 each 531.00 245,322.00
295 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 198 each 683.00 135,234.00
296 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 126 each 632.00 79,632.00
297 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 66 each 1064.00 70,224.00
298 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 843 each 64.00 53,952.00
299 1.34 Supplying and fixing batten/angle holder including connection etc as required. 768 each 80.00 61,440.00
300 1.38 S/F electronic musical call bell suitable for single phase 230 volts complete bell as required. 66 each 351.00 23,166.00
301 2.8 S/F following way single pole & neutral, sheet-steel, MCB DB - 240 V on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar,interconnections, powder painted including earthing etc as required.(But without MCB/RCCB/Isolator) 0.00
2.8.7 12 way, Double door (one DB for Common area) 135 each 2314.00 312,390.00
302 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole 135 each 1198.00 161,730.00
303 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd. 0.00
2.12.1 6 A to 32 A, Single pole 1350 each 237.00 319,950.00
304 3.6 Earthing with copper earth plate 600 mm x 600mm x3mm G.I thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 mtr long etc. with charcoal /coke and salt as required. 6 per set 13721.00 82,326.00
305 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 120 meter 144.00 17,280.00
306 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 450 each 521.00 234,450.00
307 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00
308 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
309 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 30 per set 1038.00 31,140.00
310 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd. 0.00
6.1.5 12 watt LED lamp 768 each 239.00 183,552.00
311 DSR-9.2 Brush Less Direct Current (BLDC) Fan without Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 0.00
DSR-9.2.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) 264 each 2695.00 711,480.00
312 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
313 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (1 for Lift + 1 spare) 6 each 8172.00 49,032.00
314 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
315 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole (12 Spare) 147 each 1198.00 176,106.00
2.13.4 40 A to 63 A, four pole (Spare) 6 each 2324.00 13,944.00
316 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.(15sq.ft extra for metering. unit for every qtr.) 108 Sq.ft 1809.00 195,372.00
317 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 3 p.mtr 6536.00 19,608.00
318 A/R Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 90 kg 871.00 78,390.00
319 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
323 7.7 Supply of following sizes and core PVC/XLPE insulated, PVCsheathed (heavy duty) armoured electrical power cablewith aluminium conductor for working voltage upto 1.1 KV as required. 0.00
325 7.1 Laying of one number additional pvc insulated and pvc sheathed /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioingi, protective covering and refilling the trench etc. as reqd.
326 7.1.3 Above 95 sq.mm and upto 185 sq.mm 285 p/mtr 336.00 95,760.00
327 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. 6 Set 6323.00 37,938.00
328 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 144 mtr 37.00 5,328.00
Lighting Arrester 0.00
329 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 12 Each 416.00 4,992.00
330 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 72 Each 81.00 5,832.00
331 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) 360 Metre 102.00 36,720.00
332 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) 405 Metre 145.00 58,725.00
333 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 54 Each 102.00 5,508.00
334 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 6 Set 6323.00 37,938.00
335 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 165 Metre 133.00 21,945.00
Installation of Lift 0.00
336 PAR-4.1 Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:- 0.00
(i) Speed-1 MPS 0.00
(ii) Floors-6 (G+5) 0.00
(iii) Travel -19 Meters (approx.) 0.00
(iv) Stops & opening-6 stops and 6 openings 0.00
(v) Controller: A.C. variable voltage & variable frequency 0.00
(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required. 0.00
vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant 0.00
(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system 0.00
(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting. 0.00
(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge. 0.00
(xi) Type of doors (a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish). 0.00
(b) Landing doors: stainless steel scratch proof . (xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car. 0.00
(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator. 0.00
(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder. 0.00
(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency. 0.00
(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness. 0.00
(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided 0.00
Lift wiring 0.00
337 1.3 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 size G.I. box etc as required. 0.00
Batten Holder 6 0.00
Tube light 3 0.00
Bulkhead Point (Lift well) 18 0.00
Ex. Fan point 3 0.00
338 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 3 each 531.00 1,593.00
339 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 45 per mtr 309.00 13,905.00
340 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
341 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.4 9/10 watt LED lamp 6 per mtr 161.00 966.00
342 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 3 each 521.00 1,563.00
343 5.10 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 18 p.mtr 1275.00 22,950.00
344 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.8 35 sq. mm, 3.5 core main point to lift m/s 135 p/mtr. 415.00 56,025.00
345 7.4 Fixing for laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 0.00
7.4.1 Upto 35 sq. mm (Clamped with 1 mm thick saddle) 114 mtr 43.00 4,902.00
346 2.1 P/F/F sheet metal main switch disconnector fuse unit in existing metal board with rewirable type fuses, including drilling holes in metal board, making connection as reqd. 0.00
347 2.5 P/F/F bus bar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessoires including connection earthing the body etc.as reqd. 0.00
348 3.21 Providing chemical/ mineral maintenance free aerthing system comprising of copper earth electrode 3 metre length and 17.2 mm outer dia along with 25 Kg earth electrode conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth inspection pit etc. as required. 6 p/set 16675.00 100,050.00
349 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 246 mtr 144.00 35,424.00
350 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 231 mtr 201.00 46,431.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 18 per mtr 660.00 11,880.00
351 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. 18 Each 414.00 7,452.00
352 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.8.6 8 way, Double door 3 Each 2591.00 7,773.00
353 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.12.1 6 A to 32 A, Single pole 12 Each 237.00 2,844.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM 0.00
354 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 54 KWP 54280.00 2,931,120.00
Total Rs. 21,319,080.00
PART 'C':-Feeder Pillar ( for both type-A and type-B building) 0.00
355 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (for cmapus light) 1 each 8172.00 8,172.00
2.4.16 315 A, 35 KA, TPMCCB (1 nos for Spare) 5 each 22,994.00 114,970.00
356 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
357 A/R supply of copper strip of all size for bus bar strip/interconnection including drilling holes etc. as reqd. 61 Kg 871.00 53,131.00
358 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
359 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 0.00
7.1.4 Above 185 sq. mm and upto 400 sq. mm 146 Mtr 368.00 53,728.00
360 8.12 Supply and fixing fabricated Feeder pillar of cubical construction, floor mounted type, fabricated out of 14 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator, with 40mm X 40mm X 5mm angle iron stand and complete in all respect etc and must be CPRI approved panel manufactures. (But without RYB LED lamp, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears, PCC work etc.) 48 Sq.ft. 2,261.00 108,528.00
361 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
362 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
363 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 Set 6323.00 12,646.00
364 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 42 mtr 37.00 1,554.00
Total Rs. 1,028,848.00
PART 'D':- Campus Light 0.00
365 8.22 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 including 6A 'C' series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation) 0.00
366 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
367 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.3 10 sq. mm, 2 core (for 4 CKT) 988 Meter 201.00 198,588.00
368 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 0.00
369 9.16 Providing and making of following sizes octagonal street light pole foundation in reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) of specified size including PVC conduit, form work, curing, reinforcement, excavation and refilling etc. as required. 0.00
9.16.2 For 6/7 metre pole (500mm X 500mm X 1400mm) 65 Each 4398.00 285,870.00
370 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
371 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. 4 Set 6323.00 25,292.00
372 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 918 Meter 37.00 33,966.00
373 10.3 Supplying, installation, testing and commissioning of Astronomical time switch capable of following output in feeder pollars / Lighting DB's for automatic switching ON & OFF of strret lights at sun set & sun rise of twilight (Auto ON, Auto OFF, Auto) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 0.00
10.3.3 3 output (1 output per phase) and suitable for three phase supply 2 each 11194.00 22,388.00
PART 'A' :-Proposed A-Type Residential Quarters (G+5) 22 Unit (One Set of 22 Unit) Rs 7,151,430.00
PART 'B':-Proposed B-Type Residential Quarters (G+5) 66 Unit (3 Set of 22 Units) Rs 21,319,080.00
PART 'C':-Feeder Pillar ( for both type-A and type-B building) Rs 1,028,848.00
PART 'D':-Campus Light Rs 3,178,534.00
TOTAL (ELECTRICAL) = 32677892.00
TOTAL + (CIVIL) + (ELECTRICAL) = 242,011,927.00
Executive Engineer, Building Division, Muzaffarpur
Building Division, Muzaffarpur
50% QUANTITY OF DIFFERENT OF WORK AND AMOUNT OF ELECTRICAL & WATER SUPPLY WORK
SL.NO. ITEM OF WORK QUANTITY/AMOUNT UNIT
1 EARTH WORK (FILLING) 1737.195 M3
2 BRICK WORK 1520.940 M3
3 PCC+RCC WORK 2422.745 M3
4 FLOORING (Kota Stone, Ceramic Tiles, Vitrified Floor Tiles etc) 3397.930 M2
5 WATER SUPPLY WORK & SANITATION 2747852.000 RUPEES
6 FIRE FIGHTING 0.000 RUPEES
7 FURNITURE 0.000 RUPEES
8 ELECTRICAL WORK 16338946.000 RUPEES
Executive Engineer,
Building Division Muzaffarpur
BILL OF QUANTITY
Name of Work :- Construction of Type-A Quarter (G+5, Unit-22) & Type-B Quarter (G+5, Unit-66) at Damuchak, Dist-Muzaffarpur For the Year 2026-27 (Electrification Including).
Estimated cost-24,20,11,927.00 Last Date of Sale of B.O.Q-
Cost of B.O.Q - 10,000.00 Date of Tender -
Earnest Money Amount- 34,20,200.00 Time of Completion - 15 Months
S.No Code ITEM OF WORK A TYPE QUARTER B TYPE QUARTER SANITARY WORKS BOARING SEPTIC TANKS & SOAK PIT BOUNDRY ROAD L.SCAPE & HORTICULTURE RWH Quantity UNIT RATE Amount CIVIL WORK CIVIL WORK ANCILLARY BLOCK INTERNAL CAMPUS ROAD & PARKING + SITE DEVELOPMENT INTERNAL PHE MAIN BUILDING INTERNAL PHE EXTERNAL PHE SEPTIC TANK TUBE WELL BOUNDARY WALL LANDSCAPE Recharge Pit UGWT RWH Furniture work FIRE FIGHTING
1 2.8.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 856.16 2732.53 3588.69 cum 360.70 1294440.12 308817 985623 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
2 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil. 214.04 683.13 897.18 cum 49.40 44320.45 10574 33747 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 329.780 1309.86 1639.64 M3 123.90 203151.40 40860 162292 0 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 195.32 921.50 1116.82 m3 287.30 320862.96 56117 264746 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 688.33 2590.39 3278.71 m2 283.30 928859.68 195002 733857 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
6 4.1.3 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) 88.757 204.150 292.91 m3 3998.10 1171070.60 354858 816212 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
7 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete 95.480 735.900 831.38 M2 862.40 716982.11 82342 634640 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
8 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 burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 680.394 2804.820 3485.21 M2 795.00 2770745.13 540913 2229832 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
9 11.26 Kota stone slab flooring over 20 mm (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 . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 11.26.1 20 to 25 mm thick - 111.555 334.665 446.22 M2 1252.70 558979.79 139745 419235 0 0 0 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF!
10 11.49.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600 x 600 mm. 1003.85 2735.61 3739.46 SQM 1263.10 4723311.93 1267963 3455349 0 0 0 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF!
11 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600 x 600 mm. 103.932 465.201 569.13 sqm 1333.30 758825.03 138573 620252 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
12 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 184.419 553.257 737.68 sqm 1334.90 984723.69 246181 738543 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
13 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 57.43 414.56 471.99 sqm 996.10 470153.22 57206 412947 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
14 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. 1310.08 3879.00 5189.08 M 82.90 430174.73 108606 321569 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
15 11.6.1 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 18 mm thick 45.150 368.550 413.70 sqm 304.15 125826.86 13732 112094 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
16 8.2.2.2 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. Area of slab over 0.50 sqm 70.69 212.07 282.76 sqm 4401.20 1244483.31 311121 933362 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
17 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 370.576 1154.220 1524.80 cum 5063.40 7720652.07 1876375 5844278 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
18 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 581.790 1899.450 2481.24 cum 5863.20 14548006.00 3411151 11136855 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 14.76 71.89 86.65 cum 4923.00 426593.00 72683 353910 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
20 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 326.333 1431.645 1757.98 cum 5765.20 10135094.77 1881375 8253720 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
21 6.1.12C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 138.847 676.899 815.75 cum 5958.50 4860622.54 827320 4033303 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
22 13.12.4 Cement plaster in course sand 1:6 (1 cement: 6 coarse sand) 1447.127 5479.272 6926.40 sqm 162.80 1127617.76 235592 892025 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
23 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of 724.00 2739.00 3463.00 sqm 44.40 153757.20 32146 121612 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 3842.484 12364.059 16206.54 sqm 141.50 2293226.00 543711 1749514 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
25 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 1987.90 6374.94 8362.84 sqm 125.60 1050372.70 249680 800692 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
26 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 7277.51 24218.28 31495.79 sqm 105.40 3319656.27 767050 2552607 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
27 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer 5830.380 18738.990 24569.37 sqm 102.30 2513446.55 596448 1916999 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
28 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 1447.13 5479.26 6926.39 sqm 81.20 562422.87 117507 444916 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
29 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 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. 1447.13 5479.26 6926.39 sqm 117.30 812466.00 169748 642717 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
30 13.81.3 Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 192.23 543.03 735.27 sqm 34.60 25440.17 6651 18789 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
31 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work 192.23 543.03 735.26 sqm 84.50 62129.72 16243 45886 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
32 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 2.582 11.652 14.23 cum 95670.70 1361776.74 247022 1114755 0 0 0 0.00 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF!
33 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including stainless steel butt hinges with necessary screws 540.08 467.76 1007.84 cum 2845.60 2867909.50 1536852 1331058 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
34 9.27.1.2.2 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: Kiln seasoned and chemically treated hollock wood 114.34 257.25 371.59 SQM 2544.60 945547.91 290950 654598 0 0 0 0.00 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF!
35 9.40.2.2 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 50x20mm 1216.44 1350.72 2567.16 M 127.40 327056.18 154974 172082 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
36 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 m 366.10 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. 220.44 1385.52 1605.96 m 379.40 609301.22 83635 525666 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
37 9.120.2 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters 34.65 440.49 475.14 sqm 2293.40 1089686.08 79466 1010220 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
38 9.65.2 Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc.complete. 250x20x6 mm 226 492 718.00 each 63.50 45593.00 14351 31242 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
39 9.66.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 125 mm 452 984 1436.00 each 32.40 46526.40 14645 31882 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
40 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. 226 492 718.00 Each 108.10 77615.80 24431 53185 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
41 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete: 125 mm 226 492 718.00 each 202.10 145107.80 45675 99433 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
42 9.97.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 250x10 mm 452 984 1436.00 each 98.20 141015.20 44386 96629 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
43 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: 250x10mm 452 492 944.00 each 369.40 348713.60 166969 181745 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
44 9.75.1 Providing and fixing bright finished brass door latch with necessary screws etc. complete: 300x16x5mm 452 492 944.00 each 267.20 252236.80
45 9.78 Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. 23 84 107.00 each 920.40 98482.80 21169 77314 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
46 9.168 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges {hydraulic type) etc. complete as per direction of Engineerin- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) 504.06 504.06 sqm 2733.00 1377595.98 0 1377596 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
47 9.92.1 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm 92 1056 1148.00 each 223.50 256578.00 20562 236016 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
48 9.171 Providing and fixing stainless steel soft closing spring hinges at O degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. 184 2376 2560.00 each 220.40 564224.00 40554 523670 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
49 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete . 46 660 706.00 each 655.40 462712.40 30148 432564 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
50 9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 92 1188 1280.00 each 115.50 147840.00 10626 137214 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
51 9.114.1 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete . 92 2112 2204.00 each 44.80 98739.20 4122 94618 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
52 9.147D2 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 192.232 543.033 735.27 SQM 9471.00 6963694.82 1820629 5143066 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
53 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc 4414.68 12977.10 17391.78 kg 161.10 2801815.76 711205 2090611 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
54 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
55 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 33333 106878 140211.00 KG 94.50 13249940.00 3149969 10099971 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
56 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 26666 85503 112169.00 KG 92.60 10386849.00 2469272 7917578 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
57 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 13333 42750 56083.00 KG 90.80 5092336.00 1210636 3881700 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
58 5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. 26666 85503 112169.00 KG 91.70 10285897.00 2445272 7840625 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
59 5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia 20000 64128 84128.00 KG 91.70 7714538.00 1834000 5880538 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
60 5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. 13333 42750 56083.00 KG 91.70 5142811.00
61 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 116.00 462.00 578.00 EACH 174.60 100918.80 20254 80665 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
62 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, onthe top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 2025.750 16380.00 18405.75 kg 546.80 10064264.10 1107680 8956584 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
63 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 89.380 351.000 440.38 SQM 436.60 192269.91 39023 153247 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
64 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification. and direction of E/l, 89.380 351.000 440.38 Per M 1087.90 479089.40 97237 381853 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
65 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 8.00 24.00 32.00 each 189.40 6060.80 1515 4546 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
66 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 431.308 1636.932 2068.24 sqm 211.60 437639.58 91265 346375 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
67 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 1819.849 5323.251 7143.10 sqm 437.50 3125106.25 796184 2328922 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
68 5.9.5 Centring and shuttering including trutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. 1209.148 4026.114 5235.26 sqm 404.70 2118710.53 489342 1629368 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
69 5.9.6 Centring and shuttering including trutting,propping etc. and removal of form for. Columns,Pillars, Piers, butmentsPosts and Struts 188.35 3900.68 4089.04 sqm 494.40 2021619.40 93121 1928498 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
70 5.9.7 Centring and shuttering including strutting,propping etc. And removal of form for Stairs,(excluding landings) except spiral-staircaces. 235.938 707.814 943.75 sqm 439.90 415156.50 103789 311367 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
71 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for. Weather shade,Chajjas, corbels etc. including edges 67.089 391.941 459.03 sqm 550.90 252879.63 36959 215920 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
72 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of ment mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound onforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge. With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. 229.00 665.43 894.43 sqm 850.70 760891.60 194810 566081 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
73 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). 273.68 669.00 942.68 sqm 480.60 453052.01 131531 321521 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
74 22.24 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry- shake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in- charge. The product performance shall carry guarantee for 10 years against any leakage 612.01 2130.36 2742.37 sqm 265.80 728921.95 162672 566250 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
75 Add Carriage of Materials. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
Add Extra Cost in Material 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
76 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
78 12.79 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
82 12.79.4.2 Single tee without door 110x110x110 mm 96.00 96.00 each 190.70 18307.20 0 0 18307 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
83 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 88.000 88.00 each 4,470.90 393439.20 0 0 393439 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
84 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 88.00 88.00 Each 5504.30 484378.40 0 0 484378 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
87 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
89 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 88.00 88.00 each 2764.40 243267.20 0 0 243267 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
90 17.70.1 Bottle t rap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 88.00 88.00 each 325.10 28608.80 0 0 28609 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
91 17.71 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 88.00 88.00 each 146.30 12874.40 0 0 12874 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
92 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms 88 88.00 each 204.7 18013.60 0 0 18014 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
93 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15 mm nominal bore 176.00 176.00 each 500.40 88070.40 0 0 88070 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
94 18.21.1.1 Providing and fixing uplasticised PVC connection pipe with brass ions : 15 mm nominal bore 308 308.00 Each 74.8 23038.40 0 0 23038 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
95 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. 110 110.00 each 96.8 10648.00 0 0 10648 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
96 18.58.1.1 Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia 176 176.00 each 33.2 5843.20 0 0 5843 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
97 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 176.00 176.00 each 708.40 124678.40 0 0 124678 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
98 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 176 176.00 each 189.4 33334.40 0 0 33334 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
99 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm 176 176.00 each 857 150832.00 0 0 150832 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
100 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 176.00 176.00 each 713.30 125540.80 0 0 125541 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
101 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
102 18.8.2 20 mm nominal outer dia Pipes 1,500.00 1500.00 metre 350.80 526200.00 0 0 526200 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
18.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
105 18.9.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes 600 600.00 metere 205.3 123180.00 0 0 123180 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
106 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes 380 380.00 Metre 294.7 111986.00 0 0 111986 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
107 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
108 18.18.2 20 mm dia nominal bore 14 14.00 m 397.4 5563.60 0 0 5564 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
109 18.18.3 25 mm dia nominal bore 14 14.00 m 399.2 5588.80 0 0 5589 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
110 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
113 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Water Tank) 176.00 176.00 letre 9.70 1707.20 0 0 1707 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
114 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 352.00 352.00 each 434.20 152838.40 0 0 152838 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
115 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 176.00 176.00 each 594.80 104684.80 0 0 104685 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
116 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19.6.2 150 mm dia. R.C.C. pipe 0.00 0.00 metre 329.40 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
19.6.3 250 mm dia. R.C.C. pipe 0.00 0.00 metre 430.40 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
117 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 42.00 42.00 each 3743.30 157218.60 0 0 157219 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
118 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, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 42.00 42.00 each 4266.80 179205.60 0 0 179206 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
119 19.34.1 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm dia 100.00 100.00 each 319.60 31960.00 0 0 31960 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
120 NSI Providing fixing testing and commissioning of CP Brass 88.00 88.00 each 3113.00 273944.00 0 0 273944 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
121 18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter 88 88.00 each 166.3 14634.40 0 0 14634 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
122 24.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
124 24.2 Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-Charge, beyond 90 metre & upto 150 metre depth below ground level. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
126 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
127 24.3.2 150mm nominal size dia 80.00 80.00 metre 660.10 52808.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
128 24.3.1 100mm nominal size 280.00 280.00 metre 546.10 152908.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
129 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
130 24.4.1 100 mm nominal size dia 80.00 80.00 metre 573.10 45848.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
131 24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of : 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
133 24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
135 24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I) 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
137 24.8 Gravel packing in tubewell construction in accordance with IS : 4097, including providing gravel fine / medium / coarse , in required grading & sizes as per actual requirement , all complete as per direction of Engineer - in-Charges. 26.84 26.84 Cum 1343.20 36051.49 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
138 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 developed, measuring yield of well by 'V' notch method or any 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. 48.00 48.00 hour 916.80 44006.40 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
139 AR S/F/F 2 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 4.00 4.00 Each 25000.0 100000.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
140 2.8.1 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 surplusx cavated soil as directed, within a lead of 50 m. All Kinds of soil 715.56 715.56 cum 360.7 258102.49 0 0 0 258102 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
141 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 357.78 357.78 cum 49.40 17674.33 0 0 0 17674 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
142 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 29.89 29.89 cum 287.30 8587.40 0 0 0 8587 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
143 11.72 Providing B/F soling do - do all complet job. 199.27 199.27 Sqm 283.30 56453.19 0 0 0 56453 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
144 4.1.3 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) 14.95 14.95 cum 3998.10 59771.60 0 0 0 59772 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
145 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 177.81 177.81 cum 4923.00 875358.63 0 0 0 875359 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
146 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 67.45 67.45 cum 5863.2 395472.84 0 0 0 395473 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
147 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 46.36 46.36 sqm 211.6 9809.78 0 0 0 9810 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
148 5.9.5 Lintels, beams, plinth beams, griders, bressumers and contilevers. 284.80 284.80 sqm 404.7 115258.56 0 0 0 115259 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
149 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 24.00 24.00 sqm 494.4 11865.60 0 0 0 11866 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
150 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 249.67 249.67 sqm 437.5 109230.63 0 0 0 109231 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
151 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
155 13.17.1 Providing 12 mm cement plaster (1:3) with punning……………all complite job. 864.00 864.00 sqm 203.6 175910.40 0 0 0 175910 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
156 19.19.4 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal dia 16.00 16.00 each 1393.20 22291.20 0 0 0 22291 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
157 19.15.2 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar 32.000 32.00 each 296.30 9481.60 0 0 0 9482 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
158 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth…. 394.97 394.97 cum 314.90 124376.05 0 0 0 0 124376.053 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
159 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 92.23 92.23 cum 49.40 4556.16 0 0 0 0 4556.162 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
160 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 232.680 232.68 M3 123.90 28829.05 0 0 0 0 28829.052 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
161 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 38.02 38.02 cum 287.30 10923.15 0 0 0 0 10923.146 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
162 11.72 Providing B/F soling do - do all complet job. 253.49 253.49 Sqm 283.30 71813.72 0 0 0 0 71813.717 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
163 4.1.3 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) 19.02 19.02 cum 3998.10 76043.86 0 0 0 0 76043.862 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
164 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
165 5.33.1.1 All works up to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 86.24 86.24 cum 5063.40 436667.62 0 0 0 0 436667.616 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
166 5.33.2.1 All works above to plinth level Concrete of M-25 grade with minimum cement content of 330 kg/cum 32.10 32.10 cum 5863.20 188208.72 0 0 0 0 188208.72 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
167 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
172 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 678.24 678.24 sqm 211.60 143515.58 0 0 0 0 143515.584 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
173 5.9.5 Lintels, beams, plinth beams, griders, bressumers and contilevers. 61.88 61.88 sqm 404.70 25042.84 0 0 0 0 25042.836 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
174 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 295.20 295.20 sqm 494.40 145946.88 0 0 0 0 145946.88 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
175 5.9.16.1 Edges of slabs and breaks in floors and walis-Under 20 cms wide 540.62 540.62 M 130.20 70388.72 0 0 0 0 70388.724 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
176 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 40.92 40.92 cum 4923.00 201449.16 0 0 0 0 201449.16 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
177 6.1.14C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Extra for brickwork in Superstructure 94.61 94.61 cum 5765.20 545445.57 0 0 0 0 545445.572 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
178 13.12.2 15 mm Plastering with cement mortar (1:4) 1,295.59 1295.59 sqm 176.40 228542.08 0 0 0 0 228542.076 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
179 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 540.62 540.62 metre 47.10 25463.20 0 0 0 0 25463.202 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
180 13.46A.1 Finishing walls with Acrylic smooth exterior paint do - do all complite job. 1,295.59 1295.59 sqm 132.50 171665.68 0 0 0 0 171665.675 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
181 8.2.2.1 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. Area of slab upto 0.50 sqm 25.35 25.35 sqm 4242.90 107557.52 0 0 0 0 107557.515 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
182 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 4052.40 4052.40 kg 88.30 357826.92 0 0 0 0 357826.92 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
183 13.82.1 New steel work (two or more coats) Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 87.320 87.32 sqm 83.50 7291.22 0 0 0 0 7291.22 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
184 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 306.39 306.39 m3 287.30 88025.85 0 0 0 0 0 88025.85 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
185 11.73 Providing designation 100 A one brick on edge soling joints filled withlocal sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 1818.75 1818.75 sqm 444.80 808980.00 0 0 0 0 0 808980.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
186 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 333.52 333.52 sqm 4649.00 1550534.48 0 0 0 0 0 1550534.48 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
187 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse 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 jamuna sand and cutting of paver locks as per required size and pattern, finishing and weeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’sspecifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 375.000 375.00 sqm 956.40 358650.00 0 0 0 0 0 358650.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
188 23.10.3 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed. 1,833.80 1833.80 100sqm 1027.40 18840.46 0 0 0 0 0 0.00 1884046.12 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
190 23.14.2 Holes 60 cm ciia. And 60 cm deep. 20.00 20.00 each 69.30 1386.00 0 0 0 0 0 0.00 1386.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
191 23.16 Providing and fixing M.S. fiat iron tree guard 60 cm dia. And 2 m high above ground level formed of 4 nos. 25x6 mm and 8 nos. 25x3 mm vertical M.S. flats hvetted to 3 nos. 25x6 mm M.S. flat iron rings in two halves, bolted together with 8 mm dia. And 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 20.00 each 3597.70 71954.00 0 0 0 0 0 0.00 71954.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
192 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 103.67 103.67 cum 287.3 29784.39 0 0 0 0 0 0.00 29784.39 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
193 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse 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 jamuna sand and cutting of paver locks as per required size and pattern, finishing and weeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’sspecifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 3813.9 3813.90 sqm 956.4 3647613.96 0 0 0 0 0 0.00 3647613.96 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
194 Carriage of Local Sand 03/km (1k+2P) 103.67 103.67 M3 310.46 32185.39 0 0 0 0 0 0.00 32185.39 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
195 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth…. 180.02 180.02 cum 314.90 56688.30 0 0 0 0 0 0.00 0.00 #REF! 56688.298 #REF! #REF! #REF! #REF! #REF! #REF!
196 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : 74.16 74.16 cum 49.40 3663.50 0 0 0 0 0 0.00 0.00 #REF! 3663.504 #REF! #REF! #REF! #REF! #REF! #REF!
197 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 8.28 8.28 cum 287.30 2378.84 0 0 0 0 0 0.00 0.00 #REF! 2378.844 #REF! #REF! #REF! #REF! #REF! #REF!
198 11.72 Providing B/F soling do - do all complet job. 55.20 55.20 Sqm 283.30 15638.16 0 0 0 0 0 0.00 0.00 #REF! 15638.16 #REF! #REF! #REF! #REF! #REF! #REF!
199 4.1.3 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) 4.14 4.14 cum 3998.10 16552.13 0 0 0 0 0 0.00 0.00 #REF! 16552.134 #REF! #REF! #REF! #REF! #REF! #REF!
200 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,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) 8.14 8.14 cum 4688.3 38162.76 0 0 0 0 0 0.00 0.00 #REF! 38162.762 #REF! #REF! #REF! #REF! #REF! #REF!
201 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 67.98 67.98 sqm 437.5 29741.25 0 0 0 0 0 0.00 0.00 #REF! 29741.25 #REF! #REF! #REF! #REF! #REF! #REF!
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
204 6.1.14c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 49.14 49.14 cum 4923.00 241916.22 0 0 0 0 0 0.00 0.00 #REF! 241916.22 #REF! #REF! #REF! #REF! #REF! #REF!
205 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 101.600 101.60 sqm 152.90 15534.64 0 0 0 0 0 0.00 0.00 #REF! 15534.64 #REF! #REF! #REF! #REF! #REF! #REF!
206 13.26 Neat cement punning 101.600 101.60 sqm 40.50 4114.80 0 0 0 0 0 0.00 0.00 #REF! 4114.8 #REF! #REF! #REF! #REF! #REF! #REF!
208 19.19.4.1 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal dia 8.000 8.00 sqm 1393.20 11145.60 0 0 0 0 0 0.00 0.00 #REF! 11145.6 #REF! #REF! #REF! #REF! #REF! #REF!
209 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
211 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
212 24.3.2 150 mm nominal size dia 12.000 12.00 metre 660.10 7921.20 0 0 0 0 0 0.00 0.00 #REF! 7921.2 #REF! #REF! #REF! #REF! #REF! #REF!
213 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
214 24.4.2 150 mm nominal size dia 40.000 40.00 metre 673.50 26940.00 0 0 0 0 0 0.00 0.00 #REF! 26940 #REF! #REF! #REF! #REF! #REF! #REF!
215 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.800 0.80 cum 1,188.90 951.12 0 0 0 0 0 0.00 0.00 #REF! 951.12 #REF! #REF! #REF! #REF! #REF! #REF!
216 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.800 0.80 cum 1,195.60 956.48 0 0 0 0 0 0.00 0.00 #REF! 956.48 #REF! #REF! #REF! #REF! #REF! #REF!
217 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 1.600 1.60 cum 1,195.60 1912.96 0 0 0 0 0 0.00 0.00 #REF! 1912.96 #REF! #REF! #REF! #REF! #REF! #REF!
218 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. 2.800 2.80 cum 1,343.20 3760.96 0 0 0 0 0 0.00 0.00 #REF! 3760.96 #REF! #REF! #REF! #REF! #REF! #REF!
219 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 4.000 4.00 each 1,213.20 4852.80 0 0 0 0 0 0.00 0.00 #REF! 4852.8 #REF! #REF! #REF! #REF! #REF! #REF!
220 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. 24 24.00 hour 916.8 22003.20 0 0 0 0 0 0.00 0.00 #REF! 22003.2 #REF! #REF! #REF! #REF! #REF! #REF!
221 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.000 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.000 0.00 0.00 0 0 0 0 0 0.00 0.00 #REF! 0 #REF! #REF! #REF! #REF! #REF! #REF!
225 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 32.00 32.00 each 310.90 9948.80 0 0 0 0 0 0.00 0.00 #REF! 9948.8 #REF! #REF! #REF! #REF! #REF! #REF!
Total Amount of SOR = 201,964,993.00 3 6+7 2 8.00
Total Non Schedule items (A) = 373,944.00
Applying Correction Factor @ 0.982 on Schedualed Items for all works(Bx 0.982) , ( C) = 198,329,623.00
Electrical Work
PART 'A' :-Proposed A-Type Residential Quarters (G+5) 22 Unit (One Set of 22 Unit)
226 1.3 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 size G.I. box etc as required.
Button Holder 282
Down lighter 40
Ceiling Fan point 88
Ex. Fan point 66
Call Bell point 22
Street Light point 10
227 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1850 per mtr 309.00 571,650.00
228 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required. 0.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For Computer + 2nos. 5/6A Switch & Socket) 929 per mtr 246.00 228,534.00
1.7.4 2 X 6 sq mm + 1 X 6 sq mm (for Light DB) 420 per mtr 422.00 177,240.00
1.7.11 2X 10 sq mm + 1 X 6 sq mm (for Power DB) 480 per mtr 557.00 267,360.00
229 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required 0.00
1.15.1 1x1.5 sq.mm (for inverter) 593 p.mtr 38.00 22,534.00
230 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. As required. 88 each 358.00 31,504.00
231 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As reqd. 134 each 414.00 55,476.00
232 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 154 each 531.00 81,774.00
233 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 66 each 683.00 45,078.00
234 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 42 each 632.00 26,544.00
235 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 22 each 1064.00 23,408.00
236 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 281 each 64.00 17,984.00
237 1.34 Supplying and fixing batten/angle holder including connection etc as required. 282 each 80.00 22,560.00
238 1.38 S/F electronic musical call bell suitable for single phase 230 volts complete bell as required. 22 each 351.00 7,722.00
239 2.8 S/F following way single pole & neutral, sheet-steel, MCB DB - 240 V on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar,interconnections, powder painted including earthing etc as required.(But without MCB/RCCB/Isolator) 0.00
2.8.7 12 way, Double door (one DB for Common area) 45 each 2314.00 104,130.00
240 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole 45 each 1198.00 53,910.00
241 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd. 0.00
2.12.1 6 A to 32 A, Single pole 450 each 237.00 106,650.00
242 3.6 Earthing with copper earth plate 600 mm x 600mm x3mm G.I thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 mtr long etc. with charcoal /coke and salt as required. 2 per set 13721.00 27,442.00
243 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 40 meter 144.00 5,760.00
244 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 154 each 521.00 80,234.00
245 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00
246 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
247 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 10 per set 1038.00 10,380.00
248 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd. 0.00
6.1.5 12 watt LED lamp 282 each 239.00 67,398.00
249 DSR-9.2 Brush Less Direct Current (BLDC) Fan without Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 0.00
DSR-9.2.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) 88 each 2695.00 237,160.00
250 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
251 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (1 for Lift + 1 spare) 2 each 8172.00 16,344.00
252 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
253 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.4 40 A to 63 A, four pole (Spare) 2 each 2324.00 4,648.00
254 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.(15sq.ft extra for metering. unit for every qtr.) 36 Sq.ft 1809.00 65,124.00
255 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6,536.00
256 A/R Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 30 kg 871.00 26,130.00
257 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
258 7.7 Supply of following sizes and core PVC/XLPE insulated, PVCsheathed (heavy duty) armoured electrical power cablewith aluminium conductor for working voltage upto 1.1 KV as required. 0.00
259 7.1 Laying of one number additional pvc insulated and pvc sheathed /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioingi, protective covering and refilling the trench etc. as reqd.
7.1.3 Above 95 sq.mm and upto 185 sq.mm 95 p/mtr 336.00 31,920.00
260 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. 2 Set 6323.00 12,646.00
261 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 48 mtr 37.00 1,776.00
Lighting Arrester 0.00
262 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 Each 416.00 1,664.00
263 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 24 Each 81.00 1,944.00
264 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) 120 Metre 102.00 12,240.00
265 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) 135 Metre 145.00 19,575.00
266 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 18 Each 102.00 1,836.00
267 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 Set 6323.00 12,646.00
268 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 55 Metre 133.00 7,315.00
Installation of Lift 0.00
269 PAR4.1 Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:- 0.00
(i) Speed-1 MPS 0.00
(ii) Floors-6 (G+5) 0.00
(iii) Travel -19 Meters (approx.) 0.00
(iv) Stops & opening-6 stops and 6 openings 0.00
(v) Controller: A.C. variable voltage & variable frequency 0.00
(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required. 0.00
vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant 0.00
(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system 0.00
(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting. 0.00
(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge. 0.00
(xi) Type of doors (a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish). 0.00
(b) Landing doors: stainless steel scratch proof . (xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car. 0.00
(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator. 0.00
(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder. 0.00
(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency. 0.00
(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness. 0.00
(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided 0.00
Lift wiring 0.00
270 1.3 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 size G.I. box etc as required. 0.00
Batten Holder 2 0.00
Tube light 1 0.00
Bulkhead Point (Lift well) 6 0.00
Ex. Fan point 1 0.00
271 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 1 each 531.00 531.00
272 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 15 per mtr 309.00 4,635.00
273 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
274 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.4 9/10 watt LED lamp 2 per mtr 161.00 322.00
275 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 1 each 521.00 521.00
276 5.10 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 6 p.mtr 1275.00 7,650.00
277 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.8 35 sq. mm, 3.5 core main point to lift m/s 45 p/mtr. 415.00 18,675.00
278 7.4 Fixing for laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 0.00
7.4.1 Upto 35 sq. mm (Clamped with 1 mm thick saddle) 38 mtr 43.00 1,634.00
279 2.1 P/F/F sheet metal main switch disconnector fuse unit in existing metal board with rewirable type fuses, including drilling holes in metal board, making connection as reqd. 0.00
280 2.5 P/F/F bus bar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessoires including connection earthing the body etc.as reqd. 0.00
281 3.21 Providing chemical/ mineral maintenance free aerthing system comprising of copper earth electrode 3 metre length and 17.2 mm outer dia along with 25 Kg earth electrode conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth inspection pit etc. as required. 2 p/set 16675.00 33,350.00
282 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 82 mtr 144.00 11,808.00
283 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 77 mtr 201.00 15,477.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 6 per mtr 660.00 3,960.00
284 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. 6 Each 414.00 2,484.00
285 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.8.6 8 way, Double door 1 Each 2591.00 2,591.00
286 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.12.1 6 A to 32 A, Single pole 4 Each 237.00 948.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM 0.00
287 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 18 KWP 54280.00 977,040.00
Total Rs. 7,151,430.00
PART 'B':-Proposed B-Type Residential Quarters (G+5) 66 Unit (3 Set of 22 Units) 0.00
288 1.3 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 size G.I. box etc as required. 0.00
Button Holder 768 0.00
Tube light 450 0.00
Down lighter 120 0.00
Ceiling Fan point 264 0.00
Ex. Fan point 198 0.00
Call Bell point 66 0.00
Street Light point 30 0.00
289 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 5550 per mtr 309.00 1,714,950.00
290 1.7 Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conducter SC cable in surface / recessed medium class PVC conduit as required. 0.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For Computer + 2nos. 5/6A Switch & Socket) 2787 per mtr 246.00 685,602.00
1.7.4 2 X 6 sq mm + 1 X 6 sq mm (for Light DB) 1260 per mtr 422.00 531,720.00
1.7.11 2X 10 sq mm + 1 X 6 sq mm (for Power DB) 1440 per mtr 557.00 802,080.00
291 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required 0.00
1.15.1 1x1.5 sq.mm (for inverter) 1779 p.mtr 38.00 67,602.00
292 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/switch box including connections but excluding modular plate etc. As required. 264 each 358.00 94,512.00
293 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As reqd. 408 each 414.00 168,912.00
294 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 462 each 531.00 245,322.00
295 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 198 each 683.00 135,234.00
296 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 126 each 632.00 79,632.00
297 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 66 each 1064.00 70,224.00
298 1.33 Supplying and fixing 2 pin, 5/6 amps ceiling rose on the existing junction box / wooden block including connection etc as required. 843 each 64.00 53,952.00
299 1.34 Supplying and fixing batten/angle holder including connection etc as required. 768 each 80.00 61,440.00
300 1.38 S/F electronic musical call bell suitable for single phase 230 volts complete bell as required. 66 each 351.00 23,166.00
301 2.8 S/F following way single pole & neutral, sheet-steel, MCB DB - 240 V on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar,interconnections, powder painted including earthing etc as required.(But without MCB/RCCB/Isolator) 0.00
2.8.7 12 way, Double door (one DB for Common area) 135 each 2314.00 312,390.00
302 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole 135 each 1198.00 161,730.00
303 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd. 0.00
2.12.1 6 A to 32 A, Single pole 1350 each 237.00 319,950.00
304 3.6 Earthing with copper earth plate 600 mm x 600mm x3mm G.I thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 mtr long etc. with charcoal /coke and salt as required. 6 per set 13721.00 82,326.00
305 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 120 meter 144.00 17,280.00
306 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 450 each 521.00 234,450.00
307 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00
308 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
309 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 30 per set 1038.00 31,140.00
310 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd. 0.00
6.1.5 12 watt LED lamp 768 each 239.00 183,552.00
311 DSR-9.2 Brush Less Direct Current (BLDC) Fan without Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 0.00
DSR-9.2.3 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) 264 each 2695.00 711,480.00
312 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
313 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (1 for Lift + 1 spare) 6 each 8172.00 49,032.00
314 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
315 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.13.3 40 A to 63 A, double pole (12 Spare) 147 each 1198.00 176,106.00
2.13.4 40 A to 63 A, four pole (Spare) 6 each 2324.00 13,944.00
316 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.(15sq.ft extra for metering. unit for every qtr.) 108 Sq.ft 1809.00 195,372.00
317 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 3 p.mtr 6536.00 19,608.00
318 A/R Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 90 kg 871.00 78,390.00
319 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
323 7.7 Supply of following sizes and core PVC/XLPE insulated, PVCsheathed (heavy duty) armoured electrical power cablewith aluminium conductor for working voltage upto 1.1 KV as required. 0.00
325 7.1 Laying of one number additional pvc insulated and pvc sheathed /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioingi, protective covering and refilling the trench etc. as reqd.
326 7.1.3 Above 95 sq.mm and upto 185 sq.mm 285 p/mtr 336.00 95,760.00
327 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. 6 Set 6323.00 37,938.00
328 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 144 mtr 37.00 5,328.00
Lighting Arrester 0.00
329 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 12 Each 416.00 4,992.00
330 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 72 Each 81.00 5,832.00
331 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) 360 Metre 102.00 36,720.00
332 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) 405 Metre 145.00 58,725.00
333 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. 54 Each 102.00 5,508.00
334 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 6 Set 6323.00 37,938.00
335 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 165 Metre 133.00 21,945.00
Installation of Lift 0.00
336 PAR-4.1 Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:- 0.00
(i) Speed-1 MPS 0.00
(ii) Floors-6 (G+5) 0.00
(iii) Travel -19 Meters (approx.) 0.00
(iv) Stops & opening-6 stops and 6 openings 0.00
(v) Controller: A.C. variable voltage & variable frequency 0.00
(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required. 0.00
vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant 0.00
(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system 0.00
(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting. 0.00
(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge. 0.00
(xi) Type of doors (a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish). 0.00
(b) Landing doors: stainless steel scratch proof . (xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car. 0.00
(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator. 0.00
(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder. 0.00
(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency. 0.00
(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness. 0.00
(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided 0.00
Lift wiring 0.00
337 1.3 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 size G.I. box etc as required. 0.00
Batten Holder 6 0.00
Tube light 3 0.00
Bulkhead Point (Lift well) 18 0.00
Ex. Fan point 3 0.00
338 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. As reqd. 3 each 531.00 1,593.00
339 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 45 per mtr 309.00 13,905.00
340 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00
341 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.4 9/10 watt LED lamp 6 per mtr 161.00 966.00
342 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 3 each 521.00 1,563.00
343 5.10 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 18 p.mtr 1275.00 22,950.00
344 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.8 35 sq. mm, 3.5 core main point to lift m/s 135 p/mtr. 415.00 56,025.00
345 7.4 Fixing for laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 0.00
7.4.1 Upto 35 sq. mm (Clamped with 1 mm thick saddle) 114 mtr 43.00 4,902.00
346 2.1 P/F/F sheet metal main switch disconnector fuse unit in existing metal board with rewirable type fuses, including drilling holes in metal board, making connection as reqd. 0.00
347 2.5 P/F/F bus bar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessoires including connection earthing the body etc.as reqd. 0.00
348 3.21 Providing chemical/ mineral maintenance free aerthing system comprising of copper earth electrode 3 metre length and 17.2 mm outer dia along with 25 Kg earth electrode conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth inspection pit etc. as required. 6 p/set 16675.00 100,050.00
349 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 246 mtr 144.00 35,424.00
350 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 231 mtr 201.00 46,431.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 18 per mtr 660.00 11,880.00
351 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. 18 Each 414.00 7,452.00
352 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.8.6 8 way, Double door 3 Each 2591.00 7,773.00
353 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
2.12.1 6 A to 32 A, Single pole 12 Each 237.00 2,844.00
SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM 0.00
354 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 54 KWP 54280.00 2,931,120.00
Total Rs. 21,319,080.00
PART 'C':-Feeder Pillar ( for both type-A and type-B building) 0.00
355 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required. 0.00
2.4.1 100 A, 30 KA, FPMCCB (for cmapus light) 1 each 8172.00 8,172.00
2.4.16 315 A, 35 KA, TPMCCB (1 nos for Spare) 5 each 22,994.00 114,970.00
356 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
357 A/R supply of copper strip of all size for bus bar strip/interconnection including drilling holes etc. as reqd. 61 Kg 871.00 53,131.00
358 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
359 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 0.00
7.1.4 Above 185 sq. mm and upto 400 sq. mm 146 Mtr 368.00 53,728.00
360 8.12 Supply and fixing fabricated Feeder pillar of cubical construction, floor mounted type, fabricated out of 14 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator, with 40mm X 40mm X 5mm angle iron stand and complete in all respect etc and must be CPRI approved panel manufactures. (But without RYB LED lamp, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears, PCC work etc.) 48 Sq.ft. 2,261.00 108,528.00
361 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
362 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
363 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 Set 6323.00 12,646.00
364 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 42 mtr 37.00 1,554.00
Total Rs. 1,028,848.00
PART 'D':- Campus Light 0.00
365 8.22 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 including 6A 'C' series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation) 0.00
366 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required. 0.00
367 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00
7.7.3 10 sq. mm, 2 core (for 4 CKT) 988 Meter 201.00 198,588.00
368 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 0.00
369 9.16 Providing and making of following sizes octagonal street light pole foundation in reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) of specified size including PVC conduit, form work, curing, reinforcement, excavation and refilling etc. as required. 0.00
9.16.2 For 6/7 metre pole (500mm X 500mm X 1400mm) 65 Each 4398.00 285,870.00
370 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required. 0.00
371 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. 4 Set 6323.00 25,292.00
372 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. 918 Meter 37.00 33,966.00
373 10.3 Supplying, installation, testing and commissioning of Astronomical time switch capable of following output in feeder pollars / Lighting DB's for automatic switching ON & OFF of strret lights at sun set & sun rise of twilight (Auto ON, Auto OFF, Auto) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 0.00
10.3.3 3 output (1 output per phase) and suitable for three phase supply 2 each 11194.00 22,388.00
PART 'A' :-Proposed A-Type Residential Quarters (G+5) 22 Unit (One Set of 22 Unit) Rs 7,151,430.00
PART 'B':-Proposed B-Type Residential Quarters (G+5) 66 Unit (3 Set of 22 Units) Rs 21,319,080.00
PART 'C':-Feeder Pillar ( for both type-A and type-B building) Rs 1,028,848.00
PART 'D':-Campus Light Rs 3,178,534.00
TOTAL (ELECTRICAL) = 32677892.00
TOTAL + (CIVIL) + (ELECTRICAL) = 242,011,927.00
Executive Engineer, Building Division, Muzaffarpur
Building Division, Muzaffarpur
50% QUANTITY OF DIFFERENT OF WORK AND AMOUNT OF ELECTRICAL & WATER SUPPLY WORK
SL.NO. ITEM OF WORK QUANTITY/AMOUNT UNIT
1 EARTH WORK (FILLING) 1737.195 M3
2 BRICK WORK 1520.940 M3
3 PCC+RCC WORK 2422.745 M3
4 FLOORING (Kota Stone, Ceramic Tiles, Vitrified Floor Tiles etc) 3397.930 M2
5 WATER SUPPLY WORK & SANITATION 2747852.000 RUPEES
6 FIRE FIGHTING 0.000 RUPEES
7 FURNITURE 0.000 RUPEES
8 ELECTRICAL WORK 16338946.000 RUPEES
Executive Engineer,
Building Division Muzaffarpur
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