Tender For Estimate For Construction Of Sludge Tank For Aivasagar Town Water Supply Scheme Under Nlcpr To Be Executed By Sivasagar Municipal Board Under 15Th Fc Tied Fund..
Tender Value
58.58 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
11 days left
EMD
1.17 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sivasagar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of Sludge Tank For Aivasagar Town Water Supply Scheme Under Nlcpr To Be Executed By Sivasagar Municipal Board Under 15Th Fc Tied Fund..
BOQ
| Sl. No. | Item Description |
| 1 | (CPWD DSR'23 Item No.2.8.1):- Earthwork in excavation by mechanical means (Hydraulic excavator) manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil-cum- 260.30 |
| 2 | (CPWD DSR'23 Item No.:2.21):- Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):(A)2.21.1 Depth not exceeding 1.5 m sqm 66.40 - |
| 3 | (b)2.21.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 81.65 |
| 4 | (c) 2.20.3 Depth exceeding 3 m but not exceeding 4.5 m-sqm 97.25 |
| 5 | (CPWD DSR 2023 ITEM NO -16.12):-Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 644.05 |
| 6 | (CPWD DSR 2023 ITEM NO - 4.1.5):- Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume. cum-7294.70 |
| 7 | (CPWD, DSR' 23, Item No.-5.1.2):- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing & reinforcement – All work upto Plinth level : -a) In a Substructure upto plinth level: M 20 Grade : - 1: 1.5: 3- cum-9045.75 |
| 8 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.1- Foundations, footings, bases of columns, etc. for mass concrete sqm-392.15 |
| 9 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for- 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. sqm 842.50 |
| 10 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.5 Lintels, beams, plinth beams, girders, bressumers cantilevers-sqm - 736.40 |
| 11 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 927.25 |
| 12 | (CPWD DSR'23 Item No.: 22.2.5):-4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. per bag of 50kg cement used 18.15 |
| 13 | (CPWD, DSR' 23, Item No.-13.8.2):- 15 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)- sqm -477.90 |
| 14 | 13.16:-6 mm cement plaster of mix : 13.16.1- 1:3 (1 cement : 3 fine sand) sqm-300.45 |
| 15 | (CPWD DSR'23 Item No.:11.3 ):- Cement concrete flooring 1:2:4. 11.3.1-40 mm thick with 20mm nominal size stone aggregate sqm-614.20 |
| 16 | (CPWD, DSR' 23, Item No.-5.22A.6) :- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. -kg- 107.85 |
| 17 | (CPWD DSR'23 Item No.: 19.2):- Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. sqm-749.30 |
| 18 | (B) Estimate for construction of storm water drain/channel (Average Internal size-300 mm x450mm ) 100.00m length(CPWD, DSR' 23, Item No.- 2.8):- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. cum- 260.30 |
| 19 | (CPWD DSR 2023 ITEM NO-2.25):- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum 253.95 |
| 20 | (CPWD DSR 2023 ITEM NO -16.12):-Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 644.05 |
| 21 | (CPWD DSR 2023 ITEM NO - 4.1.5):- Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume- cum-7294.70 |
| 22 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.1- Foundations, footings, bases of columns, etc. for mass concrete sqm-392.15 |
| 23 | (CPWD DSR 2023 ITEM NO -6.1):- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum-7370.65 |
| 24 | (CPWD, DSR' 23, Item No.-13.8.2):- 15 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)- sqm -477.90 |
| 25 | (C ) Interlinking piping system between Clariflocculator and sludge accumulating tank with 250 mm dia DI pipe having length 5.50 rmt.(CPWD DSR'2023 Item No.-2.10):- Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil. 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia -metre-352.15 |
| 26 | (CPWD DSR'2023 Item No.-18.68):- Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : 18.68.1-Up to 600 mm dia -quintal- 20009.70 |
| 27 | (CPWD DSR'2023 Item No.-18.70):- Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :18.70.5 300 mm dia pipes-joint-435.45 |
| 28 | 18.31):-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.5 250 mm diameter 18.31.5.2-Class II-each-24623.50 |
| 29 | (CPWD DSR'2023 Item No.-18.72):- Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.4-250 mm dia Ductile Iron Class K-7 pipes-metre-2880.70 |
| 30 | (D) Supplying, laying, testing and commissioning of 200 mm dia DI pipe (K-7) & 350 m long sludge water pumping line and suplly, installation , testing and commissioning waste water disposal 30 HP capacity centrifugal pump set, along with electrical panel board , cable/wire etc.(APHED SOR'15-16 I/No-9.1.3):- Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the P W D on necessary payment all complete as directed. including 45% escalation & 13% GST |
| 31 | (APHED SOR'15-16 I/No-9.1.2):- Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed. including 45% escalation & 13% GST |
| 32 | (APHED SOR'15-16 I/No-9.1.1.b):- Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including boiling out water where necessary. b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.- including 45% escalation & 13% GST |
| 33 | (CPWD DSR'2023 Item No.18.72):- Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.3-200 mm dia Ductile Iron Class K-7 pipes -metre 2328.15 |
| 34 | (CPWD DSR'2023 Item No.18.69):- Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :18.69.1-Up to 600 mm dia-quintal-21290.10 |
| 35 | (CPWD DSR'2023 Item No.18.70):- Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 18.70.3-200 mm dia pipes-joint-280.85 |
| 36 | (CPWD DSR'2023 Item No.10.16.1):- Providing 5.4 mm thick 150 mm dia(NB) HEAVY TYPE Mild steel pipe of required size and specification for water and sewerage as per IS 1239 PART-I ,2004 for Highway/railway crossing with 250 mm dia casing pipe :- 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1:- Hot finished welded type tubes- 194.40 / kg. (All weld works are to be carried out with 'Vordion' electrode or equivalent as approved by EIC) |
| 37 | (CPWD DSR'2023 Item No.-13.50):-Applying primary coat-13.50.3-With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works sqm 67.40 |
| 38 | (CPWD DSR'2023 Item No.-13.65):- Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 13.65.1-Two or more coats on new work sqm 140.25 |
| 39 | (CPWD DSR'2023 Item No.-18.31):-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :18.31.4-200 mm diameter-18.31.4.2-Class II-each-14622.95 |
| 40 | (CPWD DSR'2023 Item No.-18.59):- Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 18.59.2:-80 mm dia-each-6993.60 |
| 41 | (Board Approved rate):- Road restoration work to its original condition with all man, materials, machineries all complete as per standard specifications of APWD(Road) as directed by Engineer-in- charge. |
| 42 | (Market rates) Procurement & Installation of Electro-Mechanical units of pumps, motors, or, electric switches, panel boards,cable & allied electrical accessories complete.a) Waste water disposal centrifugal pumps (30 HP):- (i) Suction pipe 150mm Dia x 6 Mtrs. (ii) 150mm CI strainer (iii) Make KSB/ Kirloskar |
| 43 | b) Electrical panal board and starter with required accessories, cable etc. all complete as directed by the Engineer-in- charge. |
| 44 | (CPWD E&M DSR'2025 item no-5.2):- Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. Set 7658.00 |
| 45 | (CPWD E&M DSR'2025 item no-5.15):- Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Meter 287.00 |
| 46 | (CPWD E&M DSR'2025 item no-6.3):- Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. each 139.00 |
| 47 | (APWD(B) SOR'13-14 (Electrical) I/No.32.5.3.1) :-Supply and laying of following size Solid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988, LT armoured U.G. cable laid in pucca flooring, road crossing, drain crossing as per site requirement and partially in air to connection as approved by the Depts. the control switch, through medium duty G.I. pipe (Tata/ Nezone make or equivalent as approved by the Deptt) bend and socket including excavation and refilling the trench and making good damage done as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make)- 25.00 Sq.mm 3&1/2 Core U.G. cable in 40mm dia medium duty G.I. pipe -Rm- 821.00*1.50*1.13*1.01 |
| 48 | (APWD(B) SOR'13-14 (Electrical) I/No.32.1.3.1) :- Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV G Solid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988 armoured U.G. cable U.G. cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris et to proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make) . 25.00 Sq. mm.3 & 1/2 Core armoured U.G. cable- Rm- 468.00*1.50*1.13*1.01 |
| 49 | (APWD(B) SOR'13-14 (Electrical) I/No.32.3.1.2) :-Supply and laying of following size Power/Control Copper cables, Solid Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured/Armour (Galvanised for cables up to 10 x 1.5 sq mm.8 x 2.5 sq mm.2 x 10 sq mm.3 x 10 sq mm.4 x 6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988, U.G. cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris et to proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make)- Core - 2, 2XWY 2XFY .32.3.1.2- 6.00 Sq.mm 2 Core armoured U.G. cable Rm. 503.00 *1.50*1.13*1.01 |
| 50 | Particulars(CPWD DSR'23 Item No.2.8.1):- 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil-cum- 260.30 |
| 51 | (CPWD DSR 2023 ITEM NO -16.12):-Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 644.05 |
| 52 | (CPWD DSR 2023 ITEM NO - 4.1.5):- Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume- cum-7294.70 |
| 53 | CPWD, DSR' 23, Item No.-5.22A.6:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. -kg- 107.85 |
| 54 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.5 Lintels, beams, plinth beams, girders, bressumers cantilevers-sqm - 736.40 |
| 55 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts- sqm-961.30 |
| 56 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for- 5.9.4 Shelves (Cast in situ) sqm 927.25 |
| 57 | CPWD, DSR' 23, Item No.-5.3):- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). cum-11505.5 |
| 58 | (CPWD DSR 2023 ITEM NO -6.1):- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum-7370.65 |
| 59 | (CPWD DSR 2023 ITEM NO -6.13):- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.- 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)- sqm-1150.50 |
| 60 | (CPWD, DSR' 23, Item No.-13.2):- 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1:- 1:4 (1 cement: 4 fine sand)-sqm-399.45 |
| 61 | (CPWD, DSR' 23, Item No.-13.8.2):- 15 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)- sqm -477.90 |
| 62 | (CPWD DSR'2023 Item-11.5):- 62 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. sqm 1056.15 |
| 63 | (CPWD, DSR' 23, Item No.-4.17) :- Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over sqm-749.30 |
| 64 | (CPWD, DSR' 23, Item No.-9.1):- Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).9.1.3 Kiln seasoned and chemically treated hollock wood- cum- 83378.05 |
| 65 | (CPWD, DSR' 23, Item No.-9.53):- Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). Each-228.85 |
| 66 | (CPWD, DSR' 23, Item No.-9.9):-9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 3473.85 |
| 67 | (CPWD, DSR' 23, Item No.-9.9):- Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 9.9.2 Kiln seasoned and chemically treated hollock wood- 9.9.2.2- 30 mm thick - sqm-2896.60 |
| 68 | (CPWD, DSR' 23, Item No.-9.7 ):- Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.7 Float glass panes -9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).1897.10 |
| 69 | (CPWD, DSR' 23, Item No.-9.96):- Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1- 300x16 mm -Each- 303.25 |
| 70 | (CPWD, DSR' 23, Item No.-9.97):- Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.2-a) Tower bolt-250mm X 10 mm |
| 71 | (CPWD, DSR' 23, Item No.-9.97):- Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.4 150x10 mm each 82.55 |
| 72 | (CPWD, DSR' 23, Item No.-9.100):- Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :a) Door/ handle-9.100.1 -125 mm |
| 73 | (CPWD DSR 2023 ITEM NO.9.48):- Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. M.S. flat = 20 mm X 5 mm |
| 74 | (CPWD DSR 2023 ITEM NO.12.1):-Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.-12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² sqm-1087.65 |
| 75 | (CPWD DSR 2023 ITEM NO.12.4):- Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. -12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²- Rm- 980.50 |
| 76 | (CPWD DSR 2023 ITEM NO.10.16):- Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. -10.16.2 Hot finished seamless type tubes kg 194.40 |
| 77 | (CPWD DSR 2023 ITEM NO.10.19):- Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. kg 97.20 |
| 78 | (CPWD DSR 2023 ITEM NO.10.1):- Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg-93.05 |
| 79 | (CPWD DSR 2023 ITEM NO.12.26):-Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 gram per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600 mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. sqm 1852.05 |
| 80 | (CPWD DSR 2023 ITEM NO.13.85):-Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.3:-With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre sqm 73.95 |
| 81 | (CPWD DSR 2023 ITEM NO.13.50.2):- Applying priming coat: 13.50.2- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) -sqm-74.65 |
| 82 | (CPWD DSR 2023 ITEM NO.13.50.3):- Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works -sqm-67.40 |
| 83 | (CPWD DSR'23 Item No.2.8.1):- 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil-cum- 260.30 |
| 84 | (CPWD, DSR' 23, Item No.-2.27):- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cum-2123.75 |
| 85 | (CPWD DSR 2023 ITEM NO -16.12):-Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 644.05 |
| 86 | (CPWD DSR'2023 ITEM NO..4.10):-Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from - sqm- 410.85 |
| 87 | (CPWD DSR 2023 ITEM NO - 4.1.5):- Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume- cum-7294.70 |
| 88 | CPWD, DSR' 23, Item No.-5.22A.6:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. -kg- 107.85 |
| 89 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.1- Foundations, footings, bases of columns, etc. for mass concrete -sqm-392.15 |
| 90 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.5 Lintels, beams, plinth beams, girders, bressumers cantilevers-sqm - 736.40 |
| 91 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts- sqm-961.30 |
| 92 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for-5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 927.25 |
| 93 | (CPWD, DSR' 23, Item No.-5.9):- Centering and shuttering including strutting, propping etc. and removal of form for- 5.9.4 Shelves (Cast in situ) sqm 927.25 |
| 94 | PWD, DSR' 23, Item No.-5.1.2:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing & reinforcement – All work upto Plinth level : -a) In a Substructure upto plinth level: M 20 Grade : - 1: 1.5: 3- cum-9045.75A) In substructure- foundation, bases of column etc up to PL |
| 95 | CPWD, DSR' 23, Item No.-5.3):- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). cum-11505.5 |
| 96 | (CPWD DSR 2023 ITEM NO -6.1):- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum-7370.65 |
| 97 | (CPWD DSR 2023 ITEM NO -6.13):- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.- 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)- sqm-1150.50 |
| 98 | 13.16:-6 mm cement plaster of mix : 13.16.1- 1:3 (1 cement : 3 fine sand) sqm-300.45 |
| 99 | (CPWD, DSR' 23, Item No.-13.2):- 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1:- 1:4 (1 cement: 4 fine sand)-sqm-399.45 |
| 100 | (CPWD, DSR' 23, Item No.-13.8.2):- 15 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)- sqm -477.90 |
| 101 | (CPWD DSR'2023 Item-11.37):- 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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 mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. sqm 1063.45 |
| 102 | (CPWD DSR'2023 Item-11.37):- Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. sqm -1096.55 |
| 103 | (CPWD, DSR' 23, Item No.-4.17) :- Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over sqm-749.30 |
| 104 | (CPWD, DSR' 23, Item No.-9.1):- Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).9.1.3 Kiln seasoned and chemically treated hollock wood- cum- 83378.05 |
| 105 | (CPWD, DSR' 23, Item No.-9.117.1):-9.117 -Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +1mm), with wall thickness 2.0 mm (+ 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (+ 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge9.117.1 Extruded section profile size 48x40 mm -Rm-270.20 |
| 106 | (CPWD, DSR' 23, Item No.-9.118.1):- Providing and fixing to existing door frames.-9.118.1- 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+ 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+ 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (+ 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+ 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineerin-charge. (For W.C. and bathroom door shutter). sqm-2969.25 |
| 107 | (CPWD, DSR' 23, Item No.-9.9):- Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 9.9.2 Kiln seasoned and chemically treated hollock wood- 9.9.2.2- 30 mm thick - sqm-2896.60 |
| 108 | (CPWD, DSR' 23, Item No.-9.7 ):- Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.7 Float glass panes -9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).1897.10 |
| 109 | (CPWD, DSR' 23, Item No.-9.96):- Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.2- 250x16 mm -Each- 303.25 |
| 110 | (CPWD, DSR' 23, Item No.-9.97):- Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.97.4 150x10 mm each 82.55 |
| 111 | (CPWD, DSR' 23, Item No.-9.97):- Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.5 100x10 mm each 64.70 |
| 112 | (CPWD, DSR' 23, Item No.-9.100):- Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 113 | (CPWD DSR 2023 ITEM NO.9.48):- Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 114 | 13.85):- Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.3-With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre sqm 73.95 |
| 115 | (CPWD DSR 2023 ITEM NO.13.44):-Finishing walls with water proofing cement paint of required shade : 13.44.1-New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm -116.9 |
| 116 | (CPWD DSR 2023 ITEM NO.13.50.2):- Applying priming coat: 13.50.2- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) -sqm-74.65 |
| 117 | (CPWD DSR 2023 ITEM NO.13.50.3):- Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works -sqm-67.40 |
| 118 | (CPWD DSR 2023 ITEM NO.13.62.1):- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.62.1-Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture sqm 226.25 |
| 119 | CPWD, DSR' 23, Item No.-18.48):-Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS :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.per litre 11.00 |
| 120 | (CPWD, DSR' 23, Item No.-18.78):- Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. metre 202.90 |
| 121 | CPWD, DSR' 23, Item No.-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 and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2-20 mm nominal dia Pipes -metre 537.60 |
| 122 | CPWD, DSR' 23, Item No.-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 and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.3- 25 mm nominal dia Pipes metre 627.25 |
| 123 | CPWD, DSR' 23, Item No.-18.13):-Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.1- 25 to 40 mm nominal bore each 911.90 |
| 124 | CPWD, DSR' 23, Item No.-18.15):- Providing and fixing brass bib cock of approved quality : 18.15.1- 15 mm nominal bore each 353.25 |
| 125 | CPWD, DSR' 23, Item No.-18.16):- Providing and fixing brass stop cock of approved quality : 18.16.1- 15 mm nominal bore each 353.25 |
| 126 | CPWD, DSR' 23, Item No.-18.18):- Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :- 18.18.1-15 mm nominal bore each 406.85 18.18.2 20 mm nominal bore each 462.50 |
| 127 | CPWD, DSR' 23, Item No.-18.21):-Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.1- 30 cm length 18.21.1.1 15 mm nominal bore each 85.00 |
| 128 | CPWD, DSR' 23, Item No.-18.22):- Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1- 100 mm diameter -each 193.95 |
| 129 | CPWD, DSR' 23, Item No.-17.7):- 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, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap each 1879.20 |
| 130 | CPWD, DSR' 23, Item No.-17.28):- Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. - 17.28.2 Flexible pipe -17.28.2.1 32 mm dia each 119.55 |
| 131 | (CPWD, DSR' 23, Item No.-17.29):- Providing and fixing 100 mm sand cast Iron grating for gully trap. each 53.25 |
| 132 | (CPWD, DSR' 23, Item No.-17.31):- Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 1607.95 |
| 133 | (CPWD, DSR' 23, Item No.-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. each 1083.50 |
| 134 | (CPWD, DSR' 23, Item No.-17.13):- Providing and fixing white vitreous china water closet squatting pan (Indian type) : 17.13.2 Orissa pattern W.C. pan of size 580x440 mm each 3169.05 |
| 135 | (CPWD, DSR' 23, Item No.-17.18 ):- Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 17.18.1 10 litre capacity - White each 1190.65 |
| 136 | (CPWD, DSR' 23, Item No.-17.35):- Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 metre 1151.90 |
| 137 | (CPWD, DSR' 23, Item No.-17.35):- Providing and fixing soil, waste and vent pipes : 17.35.2 75 mm diameter : 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 metre 1044.75 |
| 138 | (CPWD, DSR' 23, Item No.-17.36):- Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 17.36.1 75 mm dia pipe each 168.20 |
| 139 | (CPWD, DSR' 23, Item No.-17.36):- Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 17.36.2 100 mm dia pipe each 198.15 |
| 140 | (CPWD, DSR' 23, Item No.-17.37):- Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 17.37.1 For 100 mm dia pipe each 362.85 |
| 141 | (CPWD, DSR' 23, Item No.-17.37):- Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : - 17.37.2 For 75 mm dia pipe each 360.00 |
| 142 | (CPWD, DSR' 23, Item No.-17.38):- Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 17.38.1.1 Sand cast iron S&S as per IS - 1729 each 598.50 |
| 143 | (CPWD, DSR' 23, Item No.-17.38):- Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.17.38.2 75 mm dia - 17.38.2.1 Sand cast iron S&S as per IS - 1729 each 501.45 |
| 144 | (CPWD, DSR' 23, Item No.-17.39):- Providing and fixing plain bend of required degree. 17.39.1 100 mm dia-17.39.1.1 Sand cast iron S&S as per IS - 1729 each 470.45 |
| 145 | (CPWD, DSR' 23, Item No.-17.39):- Providing and fixing plain bend of required degree. 17.39.2 75 mm dia- 17.39.2.1 Sand cast iron S&S as per IS -1729 each 376.25 |
| 146 | (CPWD, DSR' 23, Item No.-17.43):- Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 17.43.1.1 Sand cast iron S&S as per IS - 1729 each 726.55 |
| 147 | (CPWD, DSR' 23, Item No.-17.43):- Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.17.43.2 75x75x75 mm- 17.43.2.1 Sand cast iron S&S as per IS - 1729 each 629.50 |
| 148 | (CPWD, DSR' 23, Item No.-17.56):- Providing and fixing terminal guard : 17.56.2- 75 mm -17.56.2.1 Sand cast iron S&S as per IS - 1729 each 340.70 |
| 149 | (CPWD, DSR' 23, Item No.-17.56):- Providing and fixing terminal guard : 17.56.2 75 mm - 17.56.2.1 Sand cast iron S&S as per IS - 1729 each 340.70 |
| 150 | (CPWD, DSR' 23, Item No.-17.57):- Providing and fixing collar : 17.57.1 100 mm 17.57.1.1 Sand cast iron S&S as per IS - 1729 each 463.35 |
| 151 | (CPWD, DSR' 23, Item No.-17.57):- Providing and fixing collar :17.57.2 75 mm -17.57.2.1 Sand cast iron S&S as per IS - 1729 each 305.15 |
| 152 | (CPWD, DSR' 23, Item No.-17.59):- Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 17.59.1 100 mm each 139.70 |
| 153 | (CPWD, DSR' 23, Item No.-17.59 ):- Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : - 17.59.2 75 mm each 90.31 |
| 154 | (CPWD, DSR' 23, Item No.-17.60):- Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :17.60.2 100 mm inlet and 75 mm outlet -17.60.2.2 Sand Cast Iron S&S as per IS- 1729 each 1558.35 |
| 155 | (CPWD, DSR' 23, Item No.-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. each 231.95 |
| 156 | (CPWD, DSR' 23, Item No.-17.73):- Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. each 708.95 |
| 157 | (CPWD, DSR' 23, Item No.-18.65):- Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arangements, weighing not less than 106 gms. each 111.45 |
| 158 | (CPWD, DSR' 23, Item No.-18.74):- Providing and fixing unplasticised P.V.C. connection pipe with TMT Nuts, collar and bush of approved quality and colour.18.74.2 15 mm nominal bore with 45 cm length each 121.90 |
| 159 | (CPWD, DSR' 23, Item No.-18.76 ):- Cutting holes up to 30x30 cm in walls including making good the same: 18.76.1 With common burnt clay F.P.S. (non modular) bricks each 416.80 |
| 160 | (CPWD, DSR' 23, Item No.-19.1):- Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.1.1 100 mm diameter metre 443.60 |
| 161 | (CPWD, DSR' 23, Item No.-19.2):- Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 19.2.1 100 mm diameter S.W. pipe metre 964.75 |
| 162 | (CPWD, DSR' 23, Item No.-19.30): 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 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 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: 19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6937.90 |
| 163 | (CPWD, DSR' 23, Item No.-19.7):- Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 12770.55 |
| 164 | Cost of internal elctrification (2 nos light point) and one external light point including bulbs, switch board with switches, submain wiring etc. all complete as directed by EIC |
| 165 | Description of Work / Item(s)(CPWD, DSR' 23, Item No.- 2.8):- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. cum- 260.30 |
| 166 | (CPWD DSR 2023 ITEM NO -2.25):- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.cum 196.00 |
| 167 | (CPWD DSR 2023 ITEM NO -16.12):-Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 sqm 644.05 |
| 168 | (CPWD DSR 2023 ITEM NO - 4.1.5):- Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume- cum-7294.70 |
| 169 | (CPWD DSR 2023 ITEM NO -6.1):- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum-7370.65 |
| 170 | CPWD, DSR' 23, Item No.-5.22.6):-:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg-107.85 |
| 171 | CPWD, DSR' 23, Item No.-5.9.3):- Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 927.25 |
| 172 | CPWD, DSR' 23, Item No.-4.5):- Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum 10105.10 |
| 173 | (CPWD DSR 2023 ITEM NO -6.13):- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.- 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)- sqm-1150.50 |
| 174 | (CPWD, DSR' 23, Item No.-13.7):-12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.2-1:4 (1 cement: 4 fine sand) sqm 425.55 |
| 175 | (CPWD, DSR' 23, Item No.- 2.8):- SOAK pit;- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. cum- 260.30 |
| 176 | Supplying and filling in soak-(CPWD, DSR' 23, Item No.- 2.27):- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2123.75 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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