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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹9.4 LRejected-Finance | ₹9.4 L | L2 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected |
| 3 | L3₹10.2 LRejected-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹10.2 L | L3 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected |
| Sl No | Description | Qty | Unit | Jai Chand L1 | SANJEEV KUMAR L3 | Bilal Ahmed L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. 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).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges | 23.06 | P.cum | 345 ₹7,955.70 | 450 ₹10,377 | 400 ₹9,224 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings bases of columns etc for mass concrete including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 69.6 | P.Sqm | 463 ₹32,224.80 | 550 ₹38,280 | 500 ₹34,800 |
| 2.10 | Suspended floors, roofs landings balconies and access platfrom including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 13.05 | P.Sqm | 618 ₹8,064.90 | 750 ₹9,787.50 | 700 ₹9,135 |
| 3.00 | Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 garded stone aggreate 20 mm nominal size) upto plinth level with : Cement Motor 1:6 ( 1 cement : 6 coarse sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1.3 | P.cum | 5,500 ₹7,150 | 5,700 ₹7,410 | 5,600 ₹7,280 |
| 4.00 | 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) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 2.7 | P.cum | 5,200 ₹14,040 | 5,400 ₹14,580 | 5,300 ₹14,310 |
| 5.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 9.5 | P.Cum | 7,600 ₹72,200 | 7,800 ₹74,100 | 7,700 ₹73,150 |
| 6.00 | 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 within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 3.92 | P.Cum | 8,200 ₹32,144 | 8,600 ₹33,712 | 8,500 ₹33,320 |
| 7.00 | 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 carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1,534.5 | P.Kg | 105 ₹1.6 L | 120 ₹1.8 L | 110 ₹1.7 L |
| 8.00 | 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 1:4 (1 cement : 4 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 10.1 | P.Cum | 8,500 ₹85,850 | 8,700 ₹87,870 | 8,600 ₹86,860 |
| 9.00 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class D/wood including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 0.24 | P.Cum | 1,20,000 ₹28,800 | 1,30,000 ₹31,200 | 1,25,000 ₹30,000 |
Tender Value
₹8.0 L
EMD Value
₹16,000
Closing Date
6 May 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
C O Changing Room Ward No 33 SH C O One Room with toilet
2026_MC_135113_7
883dated17042026
Open Tender
Civil Works
90 days
SHIMLA
Please refer to tender documents
7 documents required · 7 mandatory
₹413
Executive Engineer RB MC Shimla
₹16,000
4 Jun 2026
25 Apr 2026
7 May 2026
25 Apr 2026
6 May 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. 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).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges | 23.06 | P.cum | 100 | ₹2,306 |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings bases of columns etc for mass concrete including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 69.6 | P.Sqm | 101 | ₹7,029.6 |
| 2.1 | Suspended floors, roofs landings balconies and access platfrom including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 13.05 | P.Sqm | 102 | ₹1,331.1 |
| 3 | Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 garded stone aggreate 20 mm nominal size) upto plinth level with : Cement Motor 1:6 ( 1 cement : 6 coarse sand)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1.3 | P.cum | 103 | ₹133.9 |
| 4 | 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) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 2.7 | P.cum | 104 | ₹280.8 |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 9.5 | P.Cum | 105 | ₹997.5 |
| 6 | 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 within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 3.92 | P.Cum | 106 | ₹415.52 |
| 7 | 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 carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1,534.5 | P.Kg | 107 | ₹1,64,191.5 |
| 8 | 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 1:4 (1 cement : 4 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 10.1 | P.Cum | 108 | ₹1,090.8 |
| 9 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class D/wood including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 0.24 | P.Cum | 109 | ₹26.16 |
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