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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.5 LAccepted-AOC VILL ANJI P O BAROG TEH DISTT SOLAN HP | ₹98.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹99.3 L+₹76,051.56 (0.77%)Rejected-Finance | ₹99.3 L+₹76,051.56 (0.77%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹1.0 Cr+₹4.7 L (4.79%)Rejected-Finance | ₹1.0 Cr+₹4.7 L (4.79%) | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | L4₹1.1 Cr+₹15.0 L (15.3%)Rejected-Finance | ₹1.1 Cr+₹15.0 L (15.3%) | L4 | Rejected-Finance 4th lowest bidder |
| 5 | L5₹1.2 Cr+₹18.2 L (18.5%)Rejected-Finance VILLAGE PALOURA P O DARKATI TEHSIL JAWALI DISTT KANGRA H P | ₹1.2 Cr+₹18.2 L (18.5%) | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | CP Dharma Contractor L3 | Ashu Chauhan L12 | Hira Singh Thakur L10 | PRAHLAD SING NEGI L2 | Sunil Kumar Sood L6 | Ankush Negi L9 | Niom Infrastructure L7 | PAWAN KUMAR SHANDIL L13 | DEEPAK SINGH GOVT CONTRACTOR L1 | BHUPENDER THAKUR L8 | Pawan Kumar Sharma L11 | DALEEP TOMAR L4 | Sukhbir Singh L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth Pick work upto all leads and lifts. At dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges if lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 6,160 | Cum. | 50 ₹3,08,000 Lowest | 400 ₹24,64,000 | 360 ₹22,17,600 | 180 ₹11,08,800 | 155 ₹9,54,800 | 200 ₹12,32,000 | 200 ₹12,32,000 | 325 ₹20,02,000 | 180 ₹11,08,800 | 170 ₹10,47,200 | 200 ₹12,32,000 | 136 ₹8,37,760 | 150 ₹9,24,000 |
| 2.00 | 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 kind of soil | 250.85 | Cum | 80 ₹20,068 Lowest | 250 ₹62,712.5 | 400 ₹1,00,340 | 270 ₹67,729.5 | 190 ₹47,661.5 | 200 ₹50,170 | 200 ₹50,170 | 400 ₹1,00,340 | 220 ₹55,187 | 325 ₹81,526.25 | 220 ₹55,187 | 170 ₹42,644.5 | 100 ₹25,085 |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: foundation and plinth, 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. | 238.53 | Cum | 3,900 ₹9,30,267 | 2,800 ₹6,67,884 | 4,700 ₹11,21,091 | 2,780 ₹6,63,113.4 | 3,800 ₹9,06,414 | 3,500 ₹8,34,855 | 3,700 ₹8,82,561 | 4,100 ₹9,77,973 | 2,600 ₹6,20,178 Lowest | 4,655 ₹11,10,357.15 | 4,000 ₹9,54,120 | 4,650 ₹11,09,164.5 | 3,500 ₹8,34,855 |
| 4.01 | Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm. (Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete 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.:-(a) Foundation footing bases of columns etc. and mass concrete. | 43.62 | Sqm | 250 ₹10,905 | 200 ₹8,724 | 280 ₹12,213.6 | 90 ₹3,925.8 Lowest | 150 ₹6,543 | 300 ₹13,086 | 155 ₹6,761.1 | 315 ₹13,740.3 | 200 ₹8,724 | 275 ₹11,995.5 | 220 ₹9,596.4 | 200 ₹8,724 | 150 ₹6,543 |
| 4.02 | b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights. | 175.64 | Sqm | 250 ₹43,910 | 400 ₹70,256 | 350 ₹61,474 | 250 ₹43,910 | 200 ₹35,128 Lowest | 300 ₹52,692 | 205 ₹36,006.2 | 350 ₹61,474 | 250 ₹43,910 | 421 ₹73,944.44 | 220 ₹38,640.8 | 250 ₹43,910 | 300 ₹52,692 |
| 4.03 | (c) Beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in Super-structure for all floor level in all heights. | 371.23 | Sqm | 225 ₹83,526.75 | 350 ₹1,29,930.5 | 300 ₹1,11,369 | 250 ₹92,807.5 | 250 ₹92,807.5 | 300 ₹1,11,369 | 205 ₹76,102.15 | 380 ₹1,41,067.4 | 200 ₹74,246 Lowest | 425 ₹1,57,772.75 | 220 ₹81,670.6 | 200 ₹74,246 Lowest | 350 ₹1,29,930.5 |
| 4.04 | d) Vertical surfaces such as walls. | 814.32 | Sqm. | 195 ₹1,58,792.4 | 300 ₹2,44,296 | 300 ₹2,44,296 | 187 ₹1,52,277.84 Lowest | 250 ₹2,03,580 | 300 ₹2,44,296 | 225 ₹1,83,222 | 375 ₹3,05,370 | 300 ₹2,44,296 | 289 ₹2,35,338.48 | 220 ₹1,79,150.4 | 200 ₹1,62,864 | 300 ₹2,44,296 |
| 5.00 | Providing tor steel reinforcement (Fe 415/ Fe-500 D as per design) for RCC work including bending, binding and placing in postion complete upto all floor levels. | 24,692 | Kg | 69 ₹17,03,748 Lowest | 90 ₹22,22,280 | 75 ₹18,51,900 | 75.8 ₹18,71,653.6 | 84 ₹20,74,128 | 90 ₹22,22,280 | 80 ₹19,75,360 | 95 ₹23,45,740 | 80 ₹19,75,360 | 82 ₹20,24,744 | 90 ₹22,22,280 | 76.85 ₹18,97,580.2 | 80 ₹19,75,360 |
| 6.01 | 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 | 111.17 | Cum. | 6,200 ₹6,89,254 | 7,500 ₹8,33,775 | 6,800 ₹7,55,956 | 6,230 ₹6,92,589.1 | 6,900 ₹7,67,073 | 6,800 ₹7,55,956 | 6,400 ₹7,11,488 | 8,000 ₹8,89,360 | 6,700 ₹7,44,839 | 7,100 ₹7,89,307 | 8,500 ₹9,44,945 | 6,934 ₹7,70,852.78 | 5,800 ₹6,44,786 Lowest |
| 6.02 | Above Plinth level | 53.44 | Cum. | 6,200 ₹3,31,328 Lowest | 7,500 ₹4,00,800 | 7,000 ₹3,74,080 | 6,300 ₹3,36,672 | 6,900 ₹3,68,736 | 6,800 ₹3,63,392 | 6,375 ₹3,40,680 | 8,200 ₹4,38,208 | 7,500 ₹4,00,800 | 7,500 ₹4,00,800 | 8,500 ₹4,54,240 | 7,742 ₹4,13,732.48 | 6,600 ₹3,52,704 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
19 Dec 2025, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of 500 MT capacity Wholesale Godown
2025_SIDC_122902_1
Job No. 4
Open Tender
Civil Works
Item Rate
360 days
Solan
Please refer Tender documents.
12 documents required · 12 mandatory
₹5,900
₹2.4 L
20 Feb 2026
9 Dec 2025
20 Dec 2025
9 Dec 2025
19 Dec 2025
9 Dec 2025
Cutting in earth work and disposal of excavated earth Pick work upto all leads and lifts. At dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges if lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
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 kind of soil
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: foundation and plinth, 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.
Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm. (Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete 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.:-(a) Foundation footing bases of columns etc. and mass concrete.
b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights.
(c) Beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in Super-structure for all floor level in all heights.
d) Vertical surfaces such as walls.
Providing tor steel reinforcement (Fe 415/ Fe-500 D as per design) for RCC work including bending, binding and placing in postion complete upto all floor levels.
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
Above Plinth level
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks
Providing and fixing 1mm thick M.S. sheet door/windows/ventilators with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
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.
Providing and fixing ball bearing for rolling shutters.
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. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete :1.60 mm thick with zinc coating not less than 350 gm/m²
20mm 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).
15mm cement plaster in single coat on the fair 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 1:4(1cement :4sand).
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.
Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete.With ready mixed priming paint brushing red lead,Red-oxide/zinc oxide chrome.
Distempering (two coats) with oil boud washable disremper of approved brand and manufacture and of required shade on decorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and menufacture after thoroughly brushing the surface free from mortar dropping and other forign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer.
Finishing walls with Acrylic Smooth exterior paint of required shade 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)
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)
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc.complete Size 150 x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
Providing and laying cement concrete 1:3:6(1 cement:3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth and wall including carriage of materials upto all leads and lifts.
Providing and laying Boulder filling under the floors and behind the retaining wall complete in all respect.
Providing and laying soling bearing filling under the floors and behind the retaining wall complete in all respect.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.80 mm thick C.C. paver block of M-40 grade with approved color design and pattern.
Providing and fixing on wall face PVC(D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints withapproved adhesive complete. including carriage of materials upto all leads and lifts. 100mm dia
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