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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance AT GROUND FLOOR MAIN BAZAAR MEHRE TEHSIL BARSAR DISTT HAMIRPUR H P PIN CODE 174305 | HAMIRPUR | HIMACHAL PRADESH | 174305 | ₹8.5 L | L1 | Accepted-Finance Due to lowest bidder |
| 2 | L2₹9.1 LRejected-Finance | ₹9.1 L | L2 | Rejected-Finance Due to higher bidder |
| Sl No | Description | Qty | Unit | ROHIT PADIYAL L2 | RAVI KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :: In cement mortar as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 22.6 | Per Cubic meter | 1,450 ₹32,768.55 | 1,100 ₹24,858.90 |
| 2.00 | Dismantling steel work inbuilt up sections inangles,tees,flat sand channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. Including dismembering and stacking within 50 metres lead.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 2,475 | Per Kilograme | 3.5 ₹8,662.50 | 5 ₹12,375 |
| 3.00 | Dismantling roofing including ridges, hips, valleys andgutters etc., and stacking the material within 50 metres lead of: G.S. Sheet as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 25 | Per Square meter | 75 ₹1,875 | 90 ₹2,250 |
| 4.00 | 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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 97.75 | Per Cubic meter | 215 ₹21,016.25 | 160 ₹15,640 |
| 5.00 | Providing and laying in position cement concrete ofspecified 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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 2.3 | Per Cubic meter | 6,200 ₹14,260 | 5,700 ₹13,110 |
| 6.00 | Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing inpositionand binding all complete up to plinth level Thermo-MechanicallyTreatedbarsofgradeFe-500D or more as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 900 | Per Kilograme | 96 ₹86,400 | 100 ₹90,000 |
| 7.00 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge | 10.11 | Per Cubic meter | 5,200 ₹52,572 | 5,500 ₹55,605 |
| 8.00Centering and shuttering including strutting, propping etc. and removal of form as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge for : | |||||
| 8.01 | Foundations, footings, bases of columns, etc. for mass concrete | 10 | Per Square meter | 295 ₹2,950 | 250 ₹2,500 |
| 8.02 | Lintels, beams, plinth beams, girders,bressumers and cantilevers | 34.96 | Per Square meter | 415 ₹14,508.40 | 250 ₹8,740 |
Tender Value
₹7.7 L
EMD Value
₹15,500
Closing Date
24 Jan 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer Dharamshala Municipal Corporation
Re-construction of toilet and store at Kotwali Bazzar Ward No. 4
2026_UDDHP_125626_2
7696-7701
Open Tender
Civil Works - Buildings
90 days
Dharamshala
Please refer tender document
10 documents required · 10 mandatory
₹413
Commissioner DMC
₹15,500
31 Jan 2026
15 Jan 2026
24 Jan 2026
15 Jan 2026
24 Jan 2026
15 Jan 2026
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :: In cement mortar as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Dismantling steel work inbuilt up sections inangles,tees,flat sand channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. Including dismembering and stacking within 50 metres lead.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Dismantling roofing including ridges, hips, valleys andgutters etc., and stacking the material within 50 metres lead of: G.S. Sheet as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and laying in position cement concrete ofspecified 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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing inpositionand binding all complete up to plinth level Thermo-MechanicallyTreatedbarsofgradeFe-500D or more as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Centering and shuttering including strutting, propping etc. and removal of form as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge for :
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders,bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing 3 layer PP-R (Poly propyleneRandom copolymer) pipes confirming to IS 15801, UVstabilized & anti- microbial fusion welded, having thermal stability for hot & cold water supply, including allPP- R plain & brass threaded polypropylene randomfittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes testing of joints complete as per directionof Engineer-in-Charge. PN - 16 Pipe, 20mm OD (SDR-7.4) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge.
CEMENT PLASTER 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the 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 requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing corrugated G.S. sheet roofing includingvertical / curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer andtwo coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required.0 .63 mm thick with zinc coating not less than 275 gm/ m² as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS:3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately):12 mm thick as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm,having wall thickness 2.0 mm (± 0.2 mm). Bothverticalssides of the frame reinforced with PVC profile ofcross section size 28 mm x 30 mm x 2 mm thickness (±0.2 mm) and 75 mm x 200 mm long, includingreinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in charge
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
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 drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 32 mm dia as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing 100 mm sand cast Iron grating for gully trap as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing 600*450 bevelled edge mirror of superior glass (of approved quality) complete with 6 mmthick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. PN - 16 Pipe, 25mm OD (SDR-7.4) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 gms as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing PTMT stop cock of approved quality and colour.20 mm nominal bore, 89 mm long, weighing not less than 88 gms as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 107 mm long, weighing not less than 110 gms as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing PTMT, push cock of approved quality and colour 15 mm nominal bore, 98 mm long, weighing not less than 75 gms as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball 15 mm nominal bore, 105 mm long, weighing not less than 138 gms as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
Exhaust Fan, Light duty, (Domestic) 300 mm sweep (Make: Usha, Model: Aeroclean LD)/Bajaj (Model: Freshee)/Anchor (Model: Anmol)/Crompton(Model: Drift air Plus) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge
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