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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-Finance HIMACHAL PRADESH | ₹9.5 L | L1 | Accepted-Finance ok |
| 2 | L2₹10.7 LRejected-Finance SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹10.7 L | L2 | Rejected-Finance reject |
Tender Value
₹11.2 L
EMD Value
₹22,430
Closing Date
8 Apr 2026, 6:55 pmClosed
Executive Engineer HPPWD Shimla Division No. III
E.E. Shimla DIVISION NO. III, HPPWD, Shimla-3
Construction of RCC water Storage tank of 1.50 Lakh litres Capacity Behind Nursing Hostel Block B at IGMC Shimla. SH Cutting work, Providing and laying CC. 1.1.5.3 and steel work etc..
2026_PWD_133138_4
SD-III-23942-58 dt.28-03-2026
Open Tender
Civil Works - Buildings
30 days
IGMC
As per SBD
10 documents required · 10 mandatory
₹500
₹22,430
20 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in Cutting by mechanical means (Hydraulic excavator)/ manual means in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required lines,levels as shown on the drawing and directed by the Engineer in charge at site according to the CPWD specification and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed dumping charges of M.C. if levilled any to the satisfaction of the Engineer in charge through all modes of transporation including head load animal load or mechanical means alongwith its levelling, fine dressing and with all kinds of labour, mechineries, tools, equipment and safety measures and incidental 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 transporation and used/removed as per the satisfaction of the Engineer in charge. any loss to the public and private properity during the course of execution and disposal of servicable and unservicable materials shall be the absolute responsiblity of the contractor and shall have to be duly compensated by him in all respects including all incidential charges and as directed by the Engineer in Charge. | - | Per Cubic Metre | - | - |
| 2 | Excavation in drain and channel in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to 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 dumping site (To be arranged by the contractor) 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 ). 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 and used /removed 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. | 1 | Per Cubic Metre | - | - |
| 3 | Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30mm x 30mm x 5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto all floor levels. and removal of the same for insitu-reinforced concrete & plain concrete work including of carriage of materials with in all leads and lifts as directed by the Engineer-in-charge. :(i) Foundations, footings, bases of columns, etc. for mass concrete | 1 | Per Square Meter | - | - |
| 4 | Suspended floors, roofs, landings, balconies and access platform including carriage of materials within all leads and lifts. | - | Per Square Meter | - | - |
| 5 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards including carriage of materials within all leads and lifts. | - | Per Square Meter | - | - |
| 6 | Edges of slabs and break in floors and walls :-i)Under 20cm wide including carriage of materials within all leads and lifts. | 1 | Per Running Meter | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete,1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :,but including carriage of materials in all leads and lifts:-(i) Foundation, footing, bases of columns and the like and mass concrete including carriage of materials within all leads and lifts. | 1 | Per Cubic Metre | - | - |
| 8 | 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 all 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 and lifts. | 1 | Per Cubic Metre | - | - |
| 9 | 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 as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts. | - | Per Cubic Metre | - | - |
| 10 | 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 of carriage of materials with in all leads and lifts as directed by the Engineer-in-charge. | - | Per Kilogramme | - | - |
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