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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance AR NEW FRIENDS COLONY GOSALA ROAD RAMGARH DISTT RAMGARH JHARKHAND POSTAL CODE 829122 | RAMGARH | RAMGARH | JHARKHAND | 829122 | -3.11% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹3.6 L (2.13%)Admitted-Finance | -1.05% | ₹1.7 Cr+₹3.6 L (2.13%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹5.5 L (3.21%)Admitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | +0.00% | ₹1.8 Cr+₹5.5 L (3.21%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of ITB F2 Contract Sl. No. (B) (1) (viii) of F2 bid document |
| 5 | Rejected-Technical BHULI NAGAR OLD B TYPE BHULI DHANBAD | - | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of ITB F2 Contract Sl. No. (B) (1) (viii) of F2 bid document |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
28 Jan 2026, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of 25 Bedded Barrack for Magazine Building at Giridih Police Line in the district of Giridih.
2026_JPHCL_108732_1
JPHCL/GR 03/NIT 07/2025-26
Open Tender
Civil Works - Buildings
Percentage
270 days
Giridih
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.5 L
Yes
9 Jun 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
28 Jan 2026
9 Jan 2026
5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
5.1.7 Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)
5.3.1.1 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size)
5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete
5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts
5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick
5.3.17.20 Centering and Shuttering including strutting, propping etc. And removal of form for Suspended floors, roofs, landings, balconies and acces platorm with water proof ply 12mm thick
5.3.17.19 Centering and Shuttering including strutting, propping etc. And removal of form for Weather shade, Chajja, corbels etc. Including edges
5.2.3 Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
5.3.5 Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size).
5.2.14 Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
5.2.23 Providing designation 125mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse & of F.M. 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.
5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
5.7.6 Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I.
5.7.21 Making 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I.
5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
5.5.5 Providing Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I
5.5.5 12 mm -20mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
DSR 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
D.S.R. 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
DSR 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
5.8.18 Providing two coats of oil bound distemper of approved make & shade over a coat of cement primer over new surface including preparing the plastered surface by rubbing, smooth with pumic stone or fine sand paper, aplying putty wherever required, scaffolding , washing of flores and taxes etc. all complete as per building specification direction of E/I.
DSR 9.147.D.5 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash 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), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
DSR 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness
DSR 26.86.1 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded. 542 SUB HEAD : 26.0 NEW TECHNOLOGIES AND MATERIALS star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 26.86.1 Frame size 45 x 70 mm
DSR 26.87.1 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
5.5.30 Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm square bars fitted on 25x25x6mm M.S Angle frame including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. (where steel is not supplied by the dept.)
5.8.42 Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.)
5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
5.4.34 Supplying, fitting & fixing 30mm thick solid core type decorative single leaf flush door shutters in doors with both side decorative venier with black board core bended with high quality in all formaldehyde synthetic resin of standered with aluminium fittings such as hinges, tower bolts, handle, cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I.
DSR 13.68 French spirit polishing : 13.68.1 Two or more coats on new works including a coat of wood filler
DSR 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete 11.41.3 Size of Tile 800x800 mm
DSR 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
DSR 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.
DSR 12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
DSR 12.42.6.2 Shoe 110mm
DSR 12.42.1.2 Coupler 110mm
DSR 12.42.5.2 Bend 110mm
DSR 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
JSOR page 59 M239(i) Providing & supplying Cico liquid / impermo water proofing compound in cement concrete or cement mortar @ 2% of cement quqntity by weight ( as specified) for water proofing, including all carraige and taxes .
DSR 22.14 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
DSR 14.91.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/
DSR 14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
5.4.1 Supplying, fitting & fixing good quality , well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows opening, including wedges over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification & direction of the E/I.
DSR 8.2.2.2 Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement ,mixed with matching pigment, epoxy touch ups, including rubbing ,curing etc. complete at all levels. GRANITE OF ANY COLOUR AND SHADE -Area of slab Over 0.5 sqm .
DSR 8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 8.3.2 Granite work
5.10.33 Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of earthwok involved with 75mm cement concrete (1:4:3) over one brick designation 75A, flat soling in proper grade and slope at th base, he drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.
DSR 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 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
5.1.8 Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
Brick 30 km
Local Sand (3 Km)
Coarse sand (30 km)
Stone chips (40 km)
Cement ( 10 KM.)
Steel ( 10 KM.)
Earth ( 3 KM.)
Water Supply and Sanitary
3.2.1 Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32mm alkathene/ P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm C.I. body brass spindle stop cock of weight not less than 50 grms, 15mm P.V.C. connection pipe 450 mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specificatin and direction of E/I. (A) 580 mm long (C) with 10 ltrs. low level P.V.C. Cistern
3.2.2 Supplying fitting and fixing 40mm high vitreous white glazed earthen E.W.C with Ptrap of parry/Hindustan or any other approved I.S.S make ineluding supplying and fixing 15 liters C.I mosquito proof low down flushing cistern of approved make with complete fittings with C.I handle and R.S or bracket wit h telescopic flush pipe with brass eoupling and plumbers joints spindle stop coci of approved quality weight not less than 450grams 15mm P.V.C alkathene pipe 45cm long with brass coupling at both ends and white /black plastic solid state seal and lead of commander / cuckoo or other I.S.S make with hinges or screws etc painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide priming all complete as per specification and direction of E/I. (I) With 'P' trap (b) 10 Lit Law Lavel PVC Cistern.
DSR 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: 17.7.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked
DSR 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
DSR 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.70.1 Bottle trap 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
DSR 18.52.1 Providing and fixing C.P. brass Stop Cock (concealed) of standard designand of approved make conforming to IS 8931. 18.52.1 15mm nominal bore
DSR 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
DSR 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.
DSR 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. 17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
3.2.3 Suppling, Fitting and Fixing Flat Back or angular, liped front viterous wide glazed earthen were urinal of Hindustan / Parrywere or any other approved ISI marked with 5 litres capacity C.I. automatic flushing cistern of reliance for any other ISI approved make with all fittings with CI or RS Brackets, Standard Size G.I. flush pipe with fitting clams 15mm CI buddy brass spindle stop cock of approved quality weight not less than 400 grms, 15 mm PVC / alkthene pipe 450 mm long with brass coupling at both ends and doing plumber joints including painting of exposed part with two coats of approved paint over a primer coat of red oxide cutting wall and floor, making good the same etc. all complete as per specification and direction of E/I. (a) Flat back or standing corner (600mm x 350mm)
D.S.R 18.50 Providing and fixing C.P.brass long body bib cock of approved quality conforming to standard and weight not less thain 810gms.
18.50.1 15mm nominal bore
D.S.R. 18.53 Providing and fixing C.P. brass angle valve for , gyser & others points of approved quality conforming to IS 8931. 18.53.1 15mm nominal bore, approved brand C.P. fittings.
DSR 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.
D.S.R. 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end )
DSR 18.17.2 32 mm nominal bore.
D.S.R. 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.
DSR 18.18.2 20mm nominal bore
DSR 18.18.3 25mm nominal bore
DSR 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.
DSR 18.58 Providing and fixing PTMT grating of approved quality and colour.
DSR 18.58.2.1 Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating
DSR 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 18.74.2 15 mm nominal bore with 45 cm length.
DSR 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia
DSR 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
12.41.1 75 mm diameter
12.41.2 110 mm diameter
D.S.R 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
DSR 12.42.1.1 Coupler 75 mm
DSR 12.42.1.2 Coupler 110 mm
DSR 12.42.2 Single pushfit Coupler
DSR 12.42.2.1 75 mm
DSR 12.42.2.2 110 mm
DSR 12.42.3 Single tee with door
DSR 12.42.3.1 75 X 75 X 75 mm
DSR 12.42.3.2 110 X 110 X 110 mm
DSR 12.42.4 Single tee without door
DSR 12.42.4.1 75 X 75 X 75 mm
DSR 12.42.4.2 110 X 110 X 110 mm
DSR 12.42.5 Bend 87.5°
DSR 12.42.5.1 75 mm Bend
DSR 12.42.5.2 110 MM Bend
D.S.R. 12.42.6 SHOE - 110MM
DSR 12.42.6.1 75 MM
DSR 12.42.6.2 110 MM Shoe
D.S.R.12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
DSR 12.43.1 75 mm
DSR 12.43.2 110 mm
DSR 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 joining 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 E/I.(Approved Brand - ASTRAL/ SUPREME)
Concealed work including cutting chases and making good the wall etc..
DSR 18.8.2 20mm dia
DSR 18.7 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.
Exposed on Wall
DSR 18.7.3 25 mm nominal outer dia Pipes
DSR 18.7.4 32 mm nominal outer dia Pipes
DSR 19.6 Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete.
DSR 19.6.2 150 mm dia R.C.C. pipe
D.S.R. 19.30 Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation 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) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. 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:
19.30.1.1 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
Analysed and Approved Providing and Fixing Hand Shower ( Health Faucet) ( ABS Body) ALD-CHR-585 Jaquar made. Hand Shower with 1 meter Long Easy Flex Tube in Chrome Finish & Wall Hook.
Analysed and Approved Pvc trap including all fittings
D.S.R 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.
Section III 200x150xmm dia Deep bore Well With Pump set & electrification etc works.
WD & SD Basic rate item no. 119 M 1035 Suppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site.
From 0.0M to 50.0 M belew G.L
From 51.0 M to200.00 M belew G.L
DW& SD Basic rate item no. 120 M 1036 supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe itc including all taxes, VAT, Excise duty, freight charges with inspection charges etc as applicable, etc all complete job.
DW& SD Basic rate item no. 126 M 1042 Cleaning Flushing and devloping of drilled hole for testing the discharge of water development of bore well by continueous flow of water bu using heavy compresser upto satisfaction of E/I. To get uniterrupted flow of water free from sand and soil etc.
DW& SD Basic rate item no. 120 M 1036 Supplying and fitting M.S cap over 200mm dia casing pipe as per direction of E/I .
WD & SD Basic rate item no. 139 M 1055 Supplying 100 mm dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump.
Submersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages 2.0 HP
WD & SD Basic rate item no. 149 M 1065 Supplying Fully Automatic Starter to operate induction motor working on 415v, 3 phase ,50 hz with no volt coil , Over load element , ON-OFF push buttons with necessary materials and connected to supply etc complete starter with original sheet steel encloser as per IS: 3914. F.A.S.D. Starter
WD & SD Basic rate item no.146 M1627 pg no 36 Supplying 3 core flat flexible submersible cable with, copper conductor, PVC insulated and PVC sheathed as per IS : 7098 3 Core 4mm thick
Rate Analiysed and Approved 2no heavy duty clamp 40mm dia duitable for pipe with all complet job.
WD & SD Basic rate item no. 14(K) (v) Supplying & lowering 40mm da column G. I. pipe with all complete job.
Septic Tank and Soak pit
5.1.1 Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
5.1.2 Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)
5.1.10 Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
5.2.2 Providing designation 75A brick work in C.M (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
5.2.23 Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)
5.3.11 Providing R.C.C.M 200 nominal mix of (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick
5.3.11 Providing precast R.C.C.M -150 with nominal mix.of (1:2:4) slab of desired size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
5.3.17.20 Centering and Shuttering including strutting, propping etc. And removal of form for Suspended floors, roofs, landings, balconies and acces platorm with water proof ply 12mm thick
5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I.
8mm Dia
10mm Dia
5.6.1 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
5.7.2 Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
5.7.11 Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I.
Basic Rate of SOR 2021 M-198 (page no 55) S N 16 Providing and laying brick bats in soakpit with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.
Basic Rate of DW & SD SL NO 31(b) P N 97 M 947 Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (a) Size 600 x 450 mm (Wt. 25 Kg).
DSR 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
Brick 30 km
Local Sand (3 Km)
Coarse sand (30 km)
Stone chips (40 km)
Cement ( 10 KM.)
Steel ( 10 KM.)
Note:- OF MAKE (1)PVC insuleted copper conductor wire of make:-Havell's/Polycab/Finolex/Anchor (2)PVC conduit of thiknss 1.5mm/2mm for wiring:-Polycab/ANCHOR/AKG (3) GI modular box of make -: Anchor/ Havells/Legrand/ABB (4)Switches/soket outlet for modular type:- Anchor(roma) / Havells(cabtree) / C&S/ Legrand (5)MCCB,MCB,SFU,CHANGEOVER,RCCB,MCB-DB:Havell's/L&T/Legrand/Schneider/C&S (6)XLPE/PVC aramoured cable:-Havell's/Polycab/V-guard/Finolex (7) LED FTTING FIXTURE -: Havells/Bajaj/Crompton/C&S/Philips (Model/as per E/I ) (8) CEILING / WALL / EXHAUST FAN -: Havells / Bajaj / Usha (Model/as per E/I) (9)OCTAGONAL POLE/High Mast-: Bajaj/Philips/Surya/Valmont/RR Ispat/Transrail (10) CENTRALISED AIR CONDITIONING-:VOLTAS/MITSHUBISHI/TOSHIBA/DAIKIN (11)ALL ELECTRICAL WIRING WORK SHOULD BE CONCEALED (12)CCTV CAMERA /DVR-:Panasonic/Hik vision/C P Plus/Godrej (13)Monitor Camera -: Dell/Samsung/LG/Asus (14)Silent type D.G Set-:Kohler/Jakson/Sterling/Mahindra
1.3 Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc.
1.3.2 Group B
1.7 Circuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required
1.7.1 2x1.5 sq mm+1x1.5 sq mm earth wire
1.7.2 2x2.5 sq mm+1x2.5 sq mm earth wire
1.7.4 2x6.0 sq mm+1x6.0 sq mm earth wire
1.24 S/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required
1.24.1 5/6 amps, one way switch
1.24.4 5/6 amps, 3 pin socket outlet
1.25 S/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required.
1.27 S/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required.
1.27.1 1 or 2 module(78mm x 78mm x 45mm)
1.33 S/F ceiling rose:- Supplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required.
1.34 S/F Batten holder:- Supplying and fixing batten/angle holder including connection etc, as required.
2.8 S/F S.P. MCB DB:- Supplying and fixing following way single pole nutral,sheet,MCB distribution board,240 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR)
2.8.8 8 Way,Double door
2.11 S/F 'B' series. S.P.MCB:- Supplying and fixing 6 amps to 32 amps rating,240 volts, 'B' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required.
2.11.1 6/32 amps,single pole, "B" SERIES
2.16 S/F SPN RCCB :- Supplying and fixing following rating, double pole,(Single phase and neutral) 240 volts, residual current circuit breaker(RCCB) having a sensitivity current up to 300 milliampeares in the exiting MCB DB complete with connections, testing and commissioning etc as required.
2.19 P/F M.V. danger notice plate:- Providing and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required.
3.6 Copper Earth plate electrode:- Earthing with copper earth plate 600mmX600mmX3mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required.( with salt charcoal or coke)
3.7 S/L 8 SWG copper wire ground :- Supplying and laying 8 SWG copper wire 0.50 metre bellow ground level for conductor earth electrode, including soldring etc. as required.
4.2 P/F G.I. lightning conductor finial:- Providing and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required.
4.4 Reverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required.
4.7 P/F G.I. lightning conductor tape in horizontal run:- Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run)
4.8 P/F G.I lightning conductor tape in vertical run:- Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run)
4.12 P/F Testing joint for G.I. lighting conductor:- Providing and fixing testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long, with 4 nos.of G.I. bolts, nuts, chek nuts and spring washers etc complete as required.
CODE No. M - 774 Providing of 9'' (230 mm) Metal exhaust fan of make bajaj/havells/usha/crompton
CODE No. M - 869 Providing of Bulkhead fitting with 9/10 watt LED/ CFL of make bajaj/havells/crompton
Code no. M 856 Supplying and fixing of LED bulb 15/16 W of make bajaj/havells/crompton
9.1 SITC of following rating LED street lighting luminarie with pressure dia cast housingh and toughned glass cover ,IP 66 Protection , LUMINOUSEFFICARY >_110 LM/W with lens in existing pole /pipe for supply voltage 100-270V AC ,50 Hz, luminarie shall be confirm to IS 10322 part -5 /section -3 and shall be complete with all neccssary accessosries as required.
9.1.5 60 W LED Street light of make bajaj/havells/crompton/C&S
9.3 SITC of following rating recess/ surface mounted LED round /square shape down light luminire with pressure dia cast housing for single phase supply voltage, Luminarie shall be confirmto IS:10322 part - 5/section -2 or IEC : 62722 with all neccessary accessories as required.
9.3.4 18/20 W LED Round Down Light of make bajaj/havells/crompton/C&S
9.4 S.I.T.C of following size ceiling fan 3 blades confirming to IS:374:2019 including wiring the down rods of standared length (upto 30cm) with 1.5 sq.mm FR PVC insuleted ,copper wire suitable for 230 V 50 Hz, single phase supply etc. complete as required.
9.4.1 1200 mm (48") Ceiling Fan of make bajaj/havells/usha/crompton/polar
9.5 SITC of following rating surface mounted LED tube light fitting suitable for 230 V 50 Hz, single phase supply etc .complete as required
9.5.2 20/22 W LED Batten of make bajaj/havells/crompton/C&S
5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.
5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
5.6.2 Providing designation 75 A one brick edge soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
Bricks (30KM.)
Coarse Sand (30KM.)
local sand(3 km)
Stone Chips ( 40 KM.)
Cement (10 KM.)
Boundary Wall & Gate
5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
5.1.2 5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)
5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)
5.3.9.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 5.3.9.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete
5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts
5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick
5.2.14 Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
5.2.50 Poviding designation 100A brick work with fly ash lime brick (FLAG) conforming to IS 12894-1990 (9"X4.5"X3") in Cm (1:3) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
5.7.21 Making 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I.
5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
5.5.5 Providing Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I
5.5.5 12 mm -20mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
DSR 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
DSR 13.45.1 13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Material + 10% C.P. Supplying M.S. Angle Post 50 x 50 x 6mm Size as per building specification and direction of E/I.
5.5.24 Labour for cutting of M.S. angle iron post to required length& fixing in column , one end spitted as fishtailed in length of 150mm complete as per building specification & direction of E/I.
5.5.23 Drilling 6 mm dia holes M.S. angle iron for fixing of staples etc. as per building specification & direction of E/I.
5.8.41 Providing primer one coat of red lead paint of approved make over steel surfce including preparing the surface after cleaning removing dust , dirt. Scales smokes & grease & cleaning the surface throughly including cost of scaffolding & taxes all complete as per building specification & direction of E/I. ( Mode of measurement of area shall be multiple by the co-efficient as indicated in building specification.)
5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
DSR 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Carriage of materials by truck or by any mechenical means loading, unloading & stacking etc. all complete job as per direction of E/I.
Fly Ash Bricks = 10 km
Bricks (1K+7P)= 8 km
Local Sand (3 KM.)
Coarse sand (20 km)
Stone Chips (10 km)
Cement (3 km)
Steel (3 km)
5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)
5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)
5.3.1.1 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size)
5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete
5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts
5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)
5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick
5.2.3 Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
DSR 13.46.1 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
5.5.5 b 5 providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
5.5.30 Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
5.8.41 Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification)
5.8.45 Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
Carriage of materials by truck or by any mechenical means loading, unloading & stacking etc. all complete job as per direction of E/I.
Bricks (1K+7P)= 8 km
Coarse sand (20 km)
Stone Chips (10 km)
Cement (3 km)
Steel (3 km)
Add 18% GST
Add 1% Lebour Cess
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