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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹2.4 L (1.85%)Admitted-Finance | ₹1.3 Cr+₹2.4 L (1.85%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹5.2 L (3.94%)Admitted-Finance RAMAN NIWAS KURSAI COLONY DORANDA RANCHI JHARKHAND 834002 | RANCHI | RANCHI | JHARKHAND | 834002 | ₹1.4 Cr+₹5.2 L (3.94%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹26.9 L (20.3%)Admitted-Finance GRAM DHUATAD POST FULCHI THANA GANDEY DISTRICT GIRIDIH JHARKHAND | GIRIDIH | GIRIDIH | JHARKHAND | ₹1.6 Cr+₹26.9 L (20.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹32.2 L (24.3%)Admitted-Finance RANCHI | RANCHI | JHARKHAND | 829205 | ₹1.6 Cr+₹32.2 L (24.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUDHIR KUMAR SINGH L4 | M/s MAA SHARDA CONSTRUCTION L5 | M/S JR CONSTRUCTION L1 | M/S R. K. BUILDOCN L2 | M/S Raman Construction L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 50M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs, all complete as per approved design, building specification and direction of E/I. | 863.78 | CU.M | 136.47 ₹1,17,880.6 | 140.98 ₹1,21,776.27 | 113.41 ₹97,961.74 Lowest | 115.5 ₹99,767.05 | 117.88 ₹1,01,822.86 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item-B) | 828.76 | CU.M | 13.94 ₹11,552.97 | 14.4 ₹11,934.2 | 11.59 ₹9,605.37 Lowest | 11.8 ₹9,779.42 | 12.04 ₹9,978.32 |
| 3.00 | 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 of 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 ) | 763.04 | CU.M | 49.69 ₹37,915.56 | 51.33 ₹39,166.95 | 41.29 ₹31,506 Lowest | 42.05 ₹32,085.92 | 42.92 ₹32,749.76 |
| 4.00 | 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). | 125.23 | CU.M | 406.31 ₹50,882.2 | 419.74 ₹52,564.04 | 337.66 ₹42,285.16 Lowest | 343.89 ₹43,065.34 | 350.96 ₹43,950.72 |
| 5.00 | 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. | 1,306.59 | SQ.M | 322.47 ₹4,21,336.72 | 333.13 ₹4,35,264.99 | 267.99 ₹3,50,153.59 Lowest | 272.93 ₹3,56,608.15 | 278.54 ₹3,63,938.14 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level:
1:3:6 (1 cement :3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size. | 45.83 | CU.M | 3,667.29 ₹1,68,053.56 | 3,788.45 ₹1,73,605.72 | 3,047.64 ₹1,39,658.1 Lowest | 3,103.9 ₹1,42,236.22 | 3,167.67 ₹1,45,158.48 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- all work upto plinth level | 147.31 | CU.M | 4,980.76 ₹7,33,700.81 | 5,145.3 ₹7,57,938.71 | 4,139.17 ₹6,09,728.72 Lowest | 4,215.58 ₹6,20,984.44 | 4,302.19 ₹6,33,742.7 |
| 8.00 | Centering and shuttering including structting, Propping etc. and removal of form for Foundation, footings bases of columns , etc for mas concrete | 566.71 | SQM | 180.49 ₹1,02,285.31 | 186.46 ₹1,05,668.56 | 150 ₹85,006.35 Lowest | 152.76 ₹86,570.47 | 155.9 ₹88,349.93 |
| 9.00 | reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajja, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishinng and reinforcement:
1:1.5:3 (1 cement :1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size. | 95.41 | CU.M | 5,956.76 ₹5,68,340.43 | 6,153.56 ₹5,87,117.31 | 4,950.26 ₹4,72,309.26 Lowest | 5,041.65 ₹4,81,028.87 | 5,145.23 ₹4,90,911.54 |
| 10.00 | Centering and shuttering including structting, Propping etc. and removal of form for Lintels, Beam, Plinth Bemas, Girders, bressumers and Cantilivers | 755.16 | SQM | 330.18 ₹2,49,340.38 | 341.09 ₹2,57,579.23 | 274.39 ₹2,07,209.72 Lowest | 279.46 ₹2,11,038.41 | 285.2 ₹2,15,373.06 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
14 Sept 2022, 5:00 pmClosed
NODAL OFFICER
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya Dhurwa, Ranchi-834004.
Construction of Boundry wall and Gate at Mandar College, Mandar Under Ranchi University, Ranchi
2022_JSBCC_61065_1
JSBCCL/73 /2022-23
Open Tender
Civil Works - Buildings
Item Rate
Ranchi
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
JSBCCL
₹1.6 L
13 Oct 2022
27 Aug 2022
16 Sept 2022
27 Aug 2022
14 Sept 2022
27 Aug 2022
Amount
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 50M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs, all complete as per approved design, building specification and direction of E/I.
Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item-B)
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 of 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 )
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).
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: 1:3:6 (1 cement :3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- all work upto plinth level
Centering and shuttering including structting, Propping etc. and removal of form for Foundation, footings bases of columns , etc for mas concrete
reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajja, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishinng and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size.
Centering and shuttering including structting, Propping etc. and removal of form for Lintels, Beam, Plinth Bemas, Girders, bressumers and Cantilivers
reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding the cost of centering, shuttering, finishinng and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size.
Centering and shuttering including structting, Propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Strusts
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality 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.
Providing Tor steel reinforcement of 8mm dia Rods as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I. TOR 8MMDIA. @40% OF TOTAL STEEL QTY.=
Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing including carriage of M.S. Rods (straight or in coils) 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. TOR 10&12 MM DIA. @60% OF TOTAL STEEL QTY.=
12 mm (TMT Coil Fe 500) (Only Valid for SAIL & TATA Steel)
16 mm (TMT Coil Fe 500) (Only Valid for SAIL & TATA Steel)
Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 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
Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
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 2.4 m 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)
Supplying at site Angle iron post of required size 50X50X6 MM( Height 2'-0")
Labour for fabricating, erecting, hoisting and fixing in position structural steel work in R.S. joist, channel, Angle, Tee, flat, plate, latice member, built up compound section in column, girder, staircase or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing, building specification and direction of E/l.
Labour for cutting of M.S. angle iron post to required length, one end splitted as fishtailed in length of 150 mm complete as per building specification and direction of E/I.
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)
Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l.
CARRAIGE OF MATERIALS
A) SAND , LEAD - 10 KM.
B) STONE CHIPS , LEAD - 22KM.
D) BRICKS , LEAD-8 KM. (1K+7P)
c) Stone Metal Lead - 22 km
Providing and laying in position cement concrete 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.
Centering and shuttering including structting, Propping etc. and removal of form for weather shades, chajjas, corbels etc. including edges
Centering and shuttering including structting, Propping etc. and removal of form for Suspended Floors, Roofs, Landings, Balconies and access platform
Providing designation 75 A brickwork in C M (1 :4 ) in foundation and ptinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm 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/l.
Providing designation 100 A brick work with fly ash lime brick (FLAG) conforming to IS 12894-1990 (9"x4.5'x3") 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 1O mm thicik mortar joints, cost of screening materials, rcrking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing 6mm thick cement plaster (1:4) in ceiling with clean of F.M. 1.5 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.
Providing and laying Doublecharge Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows openings, including wedge 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 and direction of E/I.
Supplying, fitting & fixing 30mm thick solid core type NON-Decorative single leaf flush door shutter bended with high quality phenol formal dehydes synthetic resin of standard make with aluminum fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I.
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete 9.101.2 Twin rubber stopper
Providing and fixing glazing in aluminium / UPVC 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 (weight not less than 10 kg/ sqm)
roviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 Micron)
Supplying,fitting and fixing M.S. grill made of 20x6cmm M.S. flat as per approved design and drawing, properly fabrlcated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.)
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.
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.
Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plarsterecl sltrlace by rubbing smooth with pumice stone for fine sand paper, appiying putty wherever required, scaffolding washing of floor taxes all complete as per building specification and E/I
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)
Add 18% GST
Add 1% Labour cess 1%
M/S R. K. BUILDOCN
M/S Raman Construction
SUDHIR KUMAR SINGH
M/s MAA SHARDA CONSTRUCTION
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