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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹40.0 LAccepted-Finance | ₹40.0 L | H1 | Accepted-Finance Qualified. |
| 2 | H2₹39.1 L−₹90,108.21 (2.25%)Accepted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹39.1 L−₹90,108.21 (2.25%) | H2 | Accepted-Finance Qualified. |
| 3 | H3₹38.8 L−₹1.2 L (3.02%)Accepted-Finance S O SH BHAWANI SINGH VPO BHRAIN TEHSIL BHUNTAR DISTT KULLU HP PIN 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹38.8 L−₹1.2 L (3.02%) | H3 | Accepted-Finance Qualified. |
| 4 | H4₹36.7 L−₹3.3 L (8.25%)Accepted-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹36.7 L−₹3.3 L (8.25%) | H4 | Accepted-Finance Qualified. |
| 5 | H5₹34.9 L−₹5.2 L (12.9%)Accepted-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹34.9 L−₹5.2 L (12.9%) | H5 | Accepted-Finance Qualified. |
| Sl No | Description | Qty | Unit | SHYAM LAL H2 | RANDHIR JAMWAL H3 | Ankit Thakur Contractor H6 | Lalit Kumar H4 | DHEERAJ GAUTAM H1 | VINOD KUMAR H5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Fish Processing Unit at Patlikuhl, Distt. Kullu (H.P) (SH:- Construction of balance Civil work ) | |||||||||
| 1.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all depth, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead .including pumping or bailing out water upto all lead and lifts,as directed by the Engineer-In -Charge, including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge.Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge. | 145.69 | Cubic Metre | 300 ₹43,707 | 155 ₹22,581.95 | 200 ₹29,138 | 150 ₹21,853.5 Lowest | 183 ₹26,661.27 | 180 ₹26,224.2 |
| 1.02 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete .including dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals. | 21 | Square metre | 150 ₹3,150 Lowest | 280 ₹5,880 | 200 ₹4,200 | 175 ₹3,675 | 183 ₹3,843 | 224 ₹4,704 |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 49.31 | Square metre | 330 ₹16,272.3 | 325 ₹16,025.75 | 250 ₹12,327.5 Lowest | 250 ₹12,327.5 Lowest | 253 ₹12,475.43 | 400 ₹19,724 |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Shelves (Cast in situ)as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 3.19 | Square metre | 330 ₹1,052.7 | 335 ₹1,068.65 | 175 ₹558.25 Lowest | 350 ₹1,116.5 | 353 ₹1,126.07 | 468 ₹1,492.92 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers on slab long beam as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 14.82 | Square metre | 300 ₹4,446 | 310 ₹4,594.2 | 175 ₹2,593.5 Lowest | 300 ₹4,446 | 353 ₹5,231.46 | 400 ₹5,928 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 59.92 | Square metre | 380 ₹22,769.6 | 300 ₹17,976 | 250 ₹14,980 | 310 ₹18,575.2 | 453 ₹27,143.76 | 142.65 ₹8,547.59 Lowest |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls Under 20 cm wide as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 79.22 | Running metre | 50 ₹3,961 | 305 ₹24,162.1 | 30 ₹2,376.6 Lowest | 133 ₹10,536.26 | 133 ₹10,536.26 | 700 ₹55,454 |
| 1.08 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 24.28 | Cubic Metre | 5,000 ₹1,21,400 | 4,250 ₹1,03,190 | 4,400 ₹1,06,832 | 3,700 ₹89,836 Lowest | 4,500 ₹1,09,260 | 4,500 ₹1,09,260 |
| 1.09 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 10.37 | Cubic Metre | 8,000 ₹82,960 | 6,595 ₹68,390.15 | 6,200 ₹64,294 | 5,700 ₹59,109 Lowest | 7,103 ₹73,658.11 | 6,900 ₹71,553 |
Tender Value
₹45.0 L
EMD Value
₹75,000
Closing Date
16 Sept 2025, 10:30 amClosed
Chief Executive Officer HPAFMS
Directorate of Fisheries H.P. Matsya Bhawan Bilaspur (HP)
Construction of Fish Processing Unit at Patlikuhal, District Kullu (HP). (SH Construction of balance work).
2025_HAFMS_112890_1
2025_HPAFMS_1928_1
Open Tender
Civil Works
Item Rate
180 days
Patlikuhal Distt. Kullu H.P.
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Chief Executive Officer HPAFMS
₹75,000
17 Sept 2025
25 Aug 2025
16 Sept 2025
25 Aug 2025
16 Sept 2025
25 Aug 2025
Amount
Construction of Fish Processing Unit at Patlikuhl, Distt. Kullu (H.P) (SH:- Construction of balance Civil work )
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all depth, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead .including pumping or bailing out water upto all lead and lifts,as directed by the Engineer-In -Charge, including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge.Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete .including dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Shelves (Cast in situ)as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers on slab long beam as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls Under 20 cm wide as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 , excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (one cement : one and half coarse sand): three graded stone aggregate 20 mm (twenty millimetre) nominal size as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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) : 3 graded stone aggregate 20 mm nominal size) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals..
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including anchoring with jeck hammber by compressor dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals.
Brick work 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 in all shapes and sizes in Cement mortar 1:6 (1 cement : 6coarse sand) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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. Cement mortar 1:4 (1 cement :4 coarse sand) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Boulder filling dry hand packed tightly as in solling under floors including carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charge.
Providing 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-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing 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-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. Pre-laminated particle board with decorative lamination on both sides as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness doors as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing ISI marked aluminium butt hinges 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 125x75x4 mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 300x16 mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 250x16 mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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. complete300x10mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 250x10mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 125 mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 100 mm for CD/ G/ VENT. as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing aluminium casement stays, 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 for CD/ G/ VENT. as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture's specification and direction of engineer in charge all complete. 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass reinforced Gypsum ( GRG) plaster board conforming to IS: 2095:( part 3) 1996 (board with BIS certification marks) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge Granite work as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size of tile 600x600 mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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.as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 including carriage of material within all leads and lifts and other incidentals.
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing ball bearing for rolling shutters as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash asteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per Direction of Engineer-in-charge. In cement mortar as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Making plinth protection 50mm 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 necessary xcavation, levelling & dressing & finishing the top smooth as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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.as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 25 to 40 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 15 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing high pressure PVC spigot and socket waste and ventilating pipes ISI marked including fixing with approved adhesive etc. 110MM Dia as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing PVC floor trap of self cleaning design including fixing with approved adhesive cost of cutting and making good the wall and floors etc. complete. 110mmx90mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 100 mm dia chromium plated grating of superior quality for floor,gully/Nahini trap as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing PVC door bend with oval access door insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. 110mm dia as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing PVC Collars ISI marked including fixing with approved adhesive etc. complete. 110mm dia as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 8mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 470x420 mm bowl depth 178mm as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 600x450 mm beveled edge mirror of superior glass complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
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 as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 32 mm dia as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing 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. as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Supplying and fixing C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
SHYAM LAL (BID ID -555871)
RANDHIR JAMWAL (BID ID -556132)
Lalit Kumar (BID ID -556708)
VINOD KUMAR (BID ID -556735)
Ankit Thakur Contractor (BID ID -556780)
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