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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.4 LAccepted-AOC VILL MASSU P O CHHATRARI TEHSIL DISTT CHAMBA HP | ₹81.4 L Quoted ₹81.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹87.3 L+₹5.8 L (7.06%)Rejected-Finance | ₹87.3 L+₹5.8 L (7.06%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹95.0 L+₹13.4 L (16.4%)Rejected-Finance MOHALLA UPPER JULAHKARI TEHSIL DISTT CHAMBA H P 176318 | CHAMBA | HIMACHAL PRADESH | 176318 | ₹95.0 L+₹13.4 L (16.4%) | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | - | Rejected-Technical The bidder failed to submit the Successfully Completed Work Certificate in the proper format and Details of Work in Hand |
| 5 | Rejected-Technical | - | - | Rejected-Technical The bidder has failed to submit the Successfully Completed Work Certificate in accordance with the prescribed tender conditions. |
| Sl No | Description | Qty | Unit | RASHID KHAN GOVT CONTRACTOR L3 | MS Vishal Sharma Govt Contractor L1 | NADEEM ALI SHAH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) / manual means in all kinds of soil, over areas , including cutting, dressing of sides, ramming of bottoms, getting out the excavated earth, disposal of surplus excavated soil, complete in all leads and lifts, including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 144.64 | Cum. | 155 ₹22,419.2 Lowest | 350 ₹50,624 | 175 ₹25,312 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains in all kinds of soil, including dressing of sides, ramming of bottoms, getting out the excavated soil, disposal of surplus excavated soil as directed, including backfilling with excavated soil in layers, watering and ramming/compaction, complete within all leads and lifts, including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals. | 286.15 | Cum. | 195 ₹55,799.25 | 170 ₹48,645.5 Lowest | 310 ₹88,706.5 |
| 3.01 | Providing form work with steel plates (3.15mm) three point fifteen milimetre thick welded with angle iron in frame (30x30x5mm) ( Thirty x thirty x five milimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtr.(Four metre) (a). Foundations, footings & bases of columns etc., and mass concrete. | 34.56 | Sqm. | 195 ₹6,739.2 Lowest | 200 ₹6,912 | 220 ₹7,603.2 |
| 3.02 | (B). Column, pillars, posts and struts. Square, rectangular or polygonal in plan. | 218.88 | Sqm. | 525 ₹1,14,912 | 230 ₹50,342.4 Lowest | 450 ₹98,496 |
| 3.03 | (C). Lintels, beams, plinth beams, girders, bressumers and cantilevers in all heights from floor. | 205.38 | Sqm. | 355 ₹72,909.9 | 200 ₹41,076 Lowest | 375 ₹77,017.5 |
| 3.04 | D) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like. | 832.29 | Sqm. | 355 ₹2,95,462.95 | 250 ₹2,08,072.5 Lowest | 380 ₹3,16,270.2 |
| 4.00 | Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto all floor lvel including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals. | 29.89 | Cum. | 8,005 ₹2,39,269.45 | 5,700 ₹1,70,373 | 5,500 ₹1,64,395 Lowest |
| 5.00 | Providing and laying cement concrete 1:4:8 (One cement : four sand : eight crushed stone aggregate 40mm (Forty millimeter) nominal size) mechanically mix by concrete mixer and compacting with vibrator and curing complete excluding cost of form work , including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals. | 564.26 | Cum. | 4,605 ₹25,98,417.3 | 4,200 ₹23,69,892 | 4,150 ₹23,41,679 Lowest |
| 6.01 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) (a) Foundations, footings, bases of columns and the like and mass concrete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals. | 24.19 | Cum. | 8,255 ₹1,99,688.45 | 6,300 ₹1,52,397 | 6,000 ₹1,45,140 Lowest |
| 6.02 | 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 up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals. | 26.35 | Cum. | 8,855 ₹2,33,329.25 | 6,500 ₹1,71,275 Lowest | 7,000 ₹1,84,450 |
Tender Value
₹83.2 L
EMD Value
₹1.7 L
Closing Date
27 Jan 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla-01
Construction of 500 MT Capacity wholesale Godown
2026_SIDC_125924_1
Job No. 1
Open Tender
Civil Works
Item Rate
360 days
chamba
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,400
₹1.7 L
2 May 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Earth work in excavation by mechanical means (hydraulic excavator) / manual means in all kinds of soil, over areas , including cutting, dressing of sides, ramming of bottoms, getting out the excavated earth, disposal of surplus excavated soil, complete in all leads and lifts, including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains in all kinds of soil, including dressing of sides, ramming of bottoms, getting out the excavated soil, disposal of surplus excavated soil as directed, including backfilling with excavated soil in layers, watering and ramming/compaction, complete within all leads and lifts, including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Providing form work with steel plates (3.15mm) three point fifteen milimetre thick welded with angle iron in frame (30x30x5mm) ( Thirty x thirty x five milimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtr.(Four metre) (a). Foundations, footings & bases of columns etc., and mass concrete.
(B). Column, pillars, posts and struts. Square, rectangular or polygonal in plan.
(C). Lintels, beams, plinth beams, girders, bressumers and cantilevers in all heights from floor.
D) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.
Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto all floor lvel including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Providing and laying cement concrete 1:4:8 (One cement : four sand : eight crushed stone aggregate 40mm (Forty millimeter) nominal size) mechanically mix by concrete mixer and compacting with vibrator and curing complete excluding cost of form work , including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) (a) Foundations, footings, bases of columns and the like and mass concrete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all 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 up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all 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) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals.
Providing and laying 52mm (Fifty Two millimeter ) thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (One cement : Two coarse sand : Four graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( One cement hardener mix : Two graded stone aggregate Six mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications , including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals.
Providing and fixing glass strips at junctions / joints of cement concrete floors 40 mm wide and 4 mm thick including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Cement plaster skirting (upto 30cmheight) with cement morter 1:3 (1 cement:3 sand) finished with a floating coat of neat cement including rounding of junction with floor 18 mm thick including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Steel reinforcement for R.C.C. work (TATA/SAIL/Rashtriya Ispat /or its equivqalent ) including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals.
Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Sand) First Class Bricks including carriage of material within all leads and lifts including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all incidentals.
Brick work using common burnt clay building bricks in superstructure in Cement Mortar 1:6 (1 Cement : 6 Sand) First Class Bricks including carriage of material within all leads and lifts including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. including all 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 including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Providing and fixing ball bearing for rolling shutters including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Rolling shutters operated by bevel gear box and crank handle exceeding 12.0 sq.m.and upto 25.0 sq.m in area(average say 18.5 sq.m) including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder,railings, brackets, gates and similar works including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Providing and fixing fly proof galvanized M.S. wire gaugeto windows and clerestory windows using wire gaugewith average width of aperture 1.4 mm in both directionswith wire of dia 0.63 mm all complete With 12 mm mild steel U beading including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, allcomplete with 4.0 mm thick glass panes including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
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 including carriage of materials through all modes of transportation, as per PWD specifications and as per directions of the Engineer-in-Charge, including all incidentals.
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 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Providing and fixing M.S. BP Sheet 1.66mm to 2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
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 : Ridges plain (500 - 600mm including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
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 Flashings/ Aprons.( Upto 600 mm) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
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) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.100mm dia pipes including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. PVC Plain bend 100mm dia including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals.
15mm (fifteen milimetres) thick cement plasters in single coat on rough side of brick/concrete/stone walls for interior/exterior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (one cement: six sand) including carriage of materials within all leads and lifts and as per the 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 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Making plinth protection 50mm (Fifty millimeter) thick of cement concrete 1:3:6 (One cement : Three coarse sand : Six 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 excavation, levelling & dressing & finishing the top smooth. , including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineerin- charge. including all incidentals.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto all lead also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. Complete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals
Providing and laying 80mm thick factory 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 direction of Engineer-in-charge.
Backfilling behind abutment, wing wall and return wall complete with stone filling / granular material as per drawings & technical specification Clause 1204.3.8 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.,including all incidentals.
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