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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC VILL ANJI P O BAROG TEH DISTT SOLAN HP | L1 | Accepted-AOC AOC | |
| 2 | L2₹57.7 L+₹17.1 L (42.0%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical The successfully completed work done certificate in last five year as per tender condition has not submitted/ uploaded. |
| Sl No | Description | Qty | Unit | DEEPAK SINGH GOVT CONTRACTOR L1 | Niom Infrastructure L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. as per direction of Engineer-in-Charge. | 140.96 | Cum | 60 ₹8,457.6 Lowest | 200 ₹28,192 |
| 2.00 | 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 direction of Engineer-in-Charge. | 44.93 | Cum | 2,000 ₹89,860 | 250 ₹11,232.5 Lowest |
| 3.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 16.27 | Cum | 500 ₹8,135 Lowest | 1,800 ₹29,286 |
| 4.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level | 8.85 | Cum | 7,000 ₹61,950 | 6,900 ₹61,065 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. | 197.52 | Cum | 2,100 ₹4,14,792 Lowest | 6,500 ₹12,83,880 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete as per direction of Engineer-in-Charge. | 15.78 | Sqm | 150 ₹2,367 Lowest | 300 ₹4,734 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per direction of Engineer-in-Charge. | 341.29 | Sqm | 120 ₹40,954.8 Lowest | 290 ₹98,974.1 |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level.Mild steel and Medium Tensile steel bars as per direction of Engineer-in-Charge. | 265.5 | Kg | 100 ₹26,550 | 95 ₹25,222.5 Lowest |
| 9.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in-Charge. | 5.53 | Cum | 9,000 ₹49,770 | 6,700 ₹37,051 Lowest |
| 10.00 | 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 : 6 coarse sand) as per direction of Engineer-in-Charge. | 6.34 | Cum | 9,200 ₹58,328 | 7,200 ₹45,648 Lowest |
Tender Value
₹62.1 L
EMD Value
₹1.2 L
Closing Date
17 Nov 2025, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
SH- A/A in Poultry shed, rearing shed case system, deep liter system to modern standard and C/o protection wall.
2025_SIDC_119511_1
Job No. 4
Open Tender
Civil Works
Item Rate
270 days
solan
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,400
₹1.2 L
20 Feb 2026
4 Nov 2025
18 Nov 2025
4 Nov 2025
17 Nov 2025
4 Nov 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. as per direction of Engineer-in-Charge.
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 direction of Engineer-in-Charge.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per direction of Engineer-in-Charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level.Mild steel and Medium Tensile steel bars as per direction of Engineer-in-Charge.
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in-Charge.
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 : 6 coarse sand) as per direction of Engineer-in-Charge.
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete as per direction of Engineer-in-Charge.
Providing and fixing UPVC door with white profile C.M.T. Outward sash 60x104 mm with 5mm toughened glass and ACP sheet complete with all fitting as per direction of Engineer-in-Charge.
Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Casement cum fixed panel window having one casement panel along with flyscreen mesh shutter, fixed panels and at top completely fixed ventilatorwith frame of 50/62mm in fixed portion, 62/62mm in door portion and 62/112mm frame in double pannel portion. Casement openable with S.S friction hinges (350 x 19 x 1.9) made of frame sash 62 x 75 mm & mullion 62x75 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead of appropriate dimension and 6mm thoughned glass as per direction of Engineer-in-Charge.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required as per direction of Engineer-in-Charge. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required & as per direction of Engineer-in-Charge.
Roof pannel 0.5mm PPGI TCT both side outer sheet profile shape, inner sheet slightly ribbed for strenghtening , PUF density 40 kg/cum i/c fixing at site and the directions of Engineer-In-Charge.
Providing and fixing stainless steel angle 25x25x5 mm for frame work i/c carriage of material in all lead & lift & as per direction of Engineer-in-Charge
Roof pannel 0.5mm PPGI TCT both side outer sheet profile shape, inner sheet slightly ribbed for strenghtening , PUF density 40 kg/cum i/c fixing at site and the directions of Engineer-In-Charge.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Gutter (600 mm over all girth) & as per direction of Engineer-in-Charge
Providing and fixing stainless steel angle 25x25x5 mm for frame work i/c carriage of material in all lead & lift & as per direction of Engineer-in-Charge
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 tiles 600x600 mm & as per direction of Engineer-in-Charge
Providing and laying spartic ceremic tiles 5.5mm thick in flooring 300x300mm size on treads of steps laid on a bed of 12mm thick cement mortar 1:3(1cement:3sand) finished with flush pointing in white cement & as per direction of Engineer-in-Charge
15mm cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastring upto all floor levels including arrrises, internal rounded angles, chamfers and/or rounded angle not exceeding 80mm in girth and finished evehn and smooth in cement mortar 1:6(1cement :6sand) & as per direction of Engineer-in-Charge
20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) & as per direction of Engineer-in-Charge
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 & as per direction of Engineer-in-Charge
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 direction of Engineer-in-Charge
Finishing walls with Acrylic Smooth exterior paint of required shade (othe than white) :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) & as per direction of Engineer-in-Charge
Providing and fixing hexagonal stainless steel chicken mesh & as per direction of Engineer-in-Charge
Providing and fixing HDPE pipe 20 mm dia & as per direction of Engineer-in-Charge
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 15 mm nominal bore, weighing not less than32 gms & as per direction of Engineer-in-Charge
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 direction of Engineer-in-Charge
Providing and fixing white white PVC automatic flushing cistern, with fittings, standard size including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern & as per direction of Engineer-in-Charge
Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length- 15 mm nominal bore & as per direction of Engineer-in-Charge
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls trenching and refilling etc. 20 mm dia nominal bore & as per direction of Engineer-in-Charge
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls trenching and refilling etc.15 MM dia & as per direction of Engineer-in-Charge
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete 15 mm nominal bore & as per direction of Engineer-in-Charge
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 direction of Engineer-in-Charge
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 20 mm nominal bore & as per direction of Engineer-in-Charge
Providing and fixing high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately & as per direction of Engineer-in-Charge.
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 direction of Engineer-in-Charge
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge. With cement mortar 1:4 (1 cement : 4 fine sand) & as per direction of Engineer-in-Charge
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below & as per direction of Engineer-in-Charge
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of GS Sheet & as per direction of Engineer-in-Charge
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead & as per direction of Engineer-in-Charge
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge. With cement mortar 1:4 (1 cement : 4 fine sand) & as per direction of Engineer-in-Charge
Providing and fixing pine wooden ceiling with planks over lapping each other and jointed with wood screws i/c frame work and two coat polish over new ceiling complete including carraige of material in all lead and lift or as directed by engineer incharge
Polishing two coats with malamine polish of required shade on new wood and wood based surfaces to give an even surface including cleaning the surface of all dirt, dust and sand papered smooth and including a coat of wood filler.
Supplying and fixing expended metal to wood or steel members in partitions etc.Weight exceeding 3kg and not exceeding 5kg per Sq.M. . & as per direction of Engineer-in-Charge
Providing and laying PVC pipe for weep holes 100mm dia & as per direction of Engineer-in-Charge
Stone filling behind the retaining wall / breast wall & as per direction of Engineer-in-Charge
Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design & as per direction of Engineer-in-Charge.
Niom Infrastructure (BID ID -582715)
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